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Home My WebLink AboutSierra Lakes - PM 17654h - PARCEL MAP 17654 Sierra lakes Professional Park Fontana, [A DRAINAGE STUDY 0 .. '� 4" .w d Reference 102 - 139102 -1984 PREPARED BY: Encompass Associates, Inc. 5699 Cousins Place Rancho Cucamonga, CA 91737 909 - 684 -0093 Fax - 909 - 483 -3263 6,x�Zt- s I •O Aaron T. S rs Date R.C.E. 62183 Exp.9 /30/07 askeersa,encompasscivil.com www.enco=asscivil.com r May 15, 2007 CONTENTS �*j ore! 9-11WM v 0"01 ❑ A DISCUSSION ❑ Vicinity Map ❑ Index Map ❑ Q QI00 HYDROLOGY ❑ D CATCH BASIN SIZING SHEET ❑ H STORM DRAIN HYDRAULICS • Line A, B, B2, C, D, E and F WSGP Hydraulics • Catch Basin Connector standard Hydraulics ❑ R REFERENCES & MAPS ❑ Soils Map (from San Bernardino County Hydrology Manual) ❑ Isohyetal Map (from San Bernardino County Hydrology Manual) ❑ Drainage System Outlet Reference Drawings & Hydraulics ❑ Hydrology Map P DISCUSSION The purpose of this drainage study is to determine the drainage facility requirements for Parcel Map 17654 in Fontana. Specifically, the subject project is located south of Sierra Lakes Parkway, west of Sierra Lakes Village and Ralph's, north of the 210 freeway, and east of Sierra San Antonio Medical Plaza, in the City of Fontana, County of San Bernardino, California. The subject site will be a commercial site with a L.A Fitness health club, 2 each 2 -story office buildings, a restaurant area, and a 1 story retail /office building, with an approximate area of 9.8 acres. Proposed drainage is overland and by sheet flow generally in a southerly direction. The site is not subject to off -site runoff. All of the project's storm runoff: will drain to an existing Line "C ", a 96 "/60" RCP located along the southerly boundary, between the site and the westbound off -ramp of the SR -210 Freeway. This storm drain pipe is owned and operated by the City of Fontana. It should be noted that the runoff from this commercially developed site has been accounted for in the design sizing of the 96 "/60" RCP that runs westerly toward Highland Channel (see study by Madole & Associates dated 11/4/02 for Sierra Lakes Commercial Area). The 100 -year storm event was modeled in the rational method hydrology calculations in this study. r The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was followed in the determination of storm runoff. AES software was utilizedlor__.. hydrology calculations. Catch basin sizing is determined utilizing spreadsheet -driven hydraulic algorithms (weir and orifice equations). CivilDesign's WSPGW hydraulic software program was used to validate mainline pipe sizes. Catch basin connector pipes (laterals) were sized using standard hydraulic algorithims (Manning's equation with critical and normal depth calculations; spreadsheet- based). L He L 71 d 1 MN _NW Mal 111 11 iii mill l ig IIII M g 1.9 91 911 I li iii i ni Ilir 1 1 ' ,....-..›..,• ,-......",!----. _•-: ...,- ,-- • / I. . I ' .'','''' •,-; • .. ,, +I -.).-- # ' - --* 4 %44'' , i'd • .0;ii .-- :TkTq . a- ..., •1%m H I 11] \..\..- , /-i - • — i -\ / ._, 11 7 t igbi - _ flA PL ,--j ■, --- - EL' ' 1 IIII '..r- _ H ---■ di 7 \ MURRELL) Llm 1 'I.1 am; mo l....i __, • • ate cc, .13OHNE — --' 1 \ ' .. lomia. "Nalli' ‘.'• •• 1 1 1 \ ' s\ p-- "r"" i • . "",_.1.1 • ( *. :_..) f -•-•.:- ,.„ •., v 1 ,-- \ . -,, ‘,. Ifwa 1 s 4 ,>. r -;2, •—•1 0 \ \ • .--- — i 1-___,_ I ji g \ \X.i .. iiiiiiii .- '- (., , \ \ /.- - --' • / ,,,, A ' ' _/\ \ ,,-..... •. . - .., ' - - . • - - -- '‘, \ , .• . 1 N !HA NW Nei aid 7 6. 4 1 in / I f ; ' IP .. ' -'.# / / „. ,. , .- - .....--- — ” • FIJI— 1 ,,,,... „..„-' ' ,-. 0 - , ' /T Ill ( , _,-,'' _-' ..° " ' ' ' ' ---' - ...'" ' ''''.,:''''.... I ,. - - --0)...- _....--- ....--• „--- ut ( 0 -f "--•. ------- ___.... .. _ED (1111 ------- .,.. "" -----..._ ,,, , L , _ ‘ SIERflA. :„ L■k , 5S , PKWY ,,, __, --...-.... ,,,,,,, 1 ,V,Val IN a .----- S.L,I;',-,...;'''.,;':ki•'''a?..I.',,.,•W..i.';','‘V-I,:,..':•,,,,47.:1::V,..;',"'''' '-------------11 . , ;;;;;; , .'4 1 ;: ' ` , /i;:;•:: -. .;;;::.. , i7, : .„;:;„ ''' ,.;:; ' , , , ' H SR210FRE .4 • _.. : . . _HIGHLAHL) Ay_ _ -11-11 ' - Ili 1 1 1 ) ■ 1 1 T - -----.'' - f ---- ---- -- ,, , 1 1 j r --- VICINITY MAP N.T.S. PLATE . "A" x u t J ` SR R��ACES_ PAR KWAY SIERRA LAKES - - PARKWAY - f f •1 -. _ S Q� Q ` Z!rzz 210 FREEWAY LINE E 210 FREEWAY INDEX MAP PM 17654 SIERRA LAKES PROFESSIONAL ENCOMPASS ASSOCIATES, INC. CGNSWING 01411 ENOINEE/PS 5699 COUSINS PLACE JOB NUMBER RANCHO CUCAMONGA, CA 91737 102 - (909) 684 -0093 SHEET OF 1 Ml ro y ro ogy onap wb.awg, 27572007 T-33-1 I rm, 1: 1, O TS PM 17654 — Sierra Lakes Professional Drainage Study ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983 -2005 Advanced Engineering Software (aes) Ver. 11.0 Release Date: 06/01/2005 License ID 1584 Analysis prepared by: Encompass Associates, Inc. 5699 Cousins Place Rancho Cucamonga, CA 91737 909 - 684 -0093 askeers @encompasscivil.com * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** • PM 17654 - SIERRA LAKES PROFESSIONAL • 100 -YR HYDROLOGY * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FILE NAME: 17654QOO.DAT TIME/DATE OF STUDY: 10:50 02/05/2007 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME -OF- CONCENTRATION MODEL * -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5200 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET- CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER- SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.00 TO NO 5.10 IS CODE = 21 ---------------------------------------------------------------------------- » »> RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< - - >>USE - TIME -OF- CONCENTRATION - NOMOGRAPH - FOR - INITIAL - SUBAREA« - - - - -- INITIAL SUBAREA FLOW- LENGTH(FEET) = 390.00 ELEVATION DATA: UPSTREAM(FEET) = 36.00 DOWNSTREAM(FEET) = 33.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 Encompass Associates, Inc. Q -2 2/6/2007 h E N 0 H I] H111 H" PM 17654 - Sierra Lakes Professional Drainage Study SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.752 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.825 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.70 0.98 0.100 32 6.75 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.98 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 2.98 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.10 TO NODE 5.20 IS CODE = 31 »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»> USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 29.50 DOWNSTREAM(FEET) = 28.60 FLOW LENGTH(FEET) = 170.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 8.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 3.90 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.98 PIPE TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 9.48 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.20 = 560.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.20 TO NODE 5.20 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 9.48 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.599 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.20 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.81 EFFECTIVE AREA(ACRES) = 0.90 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 3.65 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.20 TO NODE 5.30 IS CODE = 31 ----------------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< - - » »> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON - PRESSURE- FLOW)<<< << -- - - - - -- ELEVATION DATA: UPSTREAM(FEET) = 28.60 DOWNSTREAM(FEET) = 27.40 FLOW LENGTH(FEET) = 230.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.09 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.65 PIPE TRAVEL TIME(MIN.) = 0.94 Tc(MIN.) = 10.42 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.30 = 790.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.30 TO NODE 5.30 IS CODE = 81 Encompass Associates, Inc. Q -3 2/6/2007 h E [1_1 M_ PM 17654 - Sierra Lakes Professional Drainage Study ------ --------------------------------------------- » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.42 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.346 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 1.00 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 3.82 EFFECTIVE AREA(ACRES) = 1.90 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.90 PEAK FLOW RATE(CFS) = 7.27 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.30 TO NODE 5.30 IS CODE = 1 ---------------------------------------------------------------------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION (MIN.) = 10.42 RAINFALL INTENSITY(INCH /HR) = 4.35 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.90 TOTAL STREAM AREA(ACRES) = 1.90 PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.27 FLOW PROCESS FROM NODE 5.31 TO NODE 5.32 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< - - >>USE - TIME -OF- CONCENTRATION NOMOGRAPH - FOR - INITIAL - SUBAREA« - - - - -- INITIAL SUBAREA FLOW- LENGTH(FEET) = 375.00 ELEVATION DATA: UPSTREAM(FEET) = 36.00 DOWNSTREAM(FEET) = 31.50 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.882 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.137 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.80 0.98 0.100 32 7.88 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 8.16 TOTAL AREA(ACRES) = 1.80 PEAK FLOW RATE(CFS) = 8.16 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.32 TO NODE 5.32 IS CODE = 81 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 7.88 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.137 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN Encompass Associates, Inc. Q -4 2/6/2007 PM 17654 - Sierra Lakes Professional Drainage Study COMMERCIAL A 0.50 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 2.27 EFFECTIVE AREA(ACRES) = 2.30 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.30 PEAK FLOW RATE(CFS) = 10.43 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -- FLOW - PROCESS FROM NODE - - - -- - 5_32 TO NODE - - - -- - 5_30 IS CODE = 31 » »> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »» >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 28.20 DOWNSTREAM(FEET) = 27.40 FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.03 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 10.43 PIPE TRAVEL TIME(MIN.) = 0.58 Tc(MIN.) = 8.46 LONGEST FLOWPATH FROM NODE 5.31 TO NODE 5.30 = 550.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �R FLOW PROCESS FROM - NODE - - - - -- 5_30 - TO - NODE - - - - -- 5_30 - IS 1 - CODE = »» >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 CONCENTRATION(MIN.) = 8.46 RAINFALL INTENSITY(INCH /HR) = 4.92 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.30 TOTAL STREAM AREA(ACRES) = 2.30 PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.43 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 7.27 10.42 4.346 0.98( 0.10) 0.10 1.9 1.00 2 10.43 8.46 4.923 0.98( 0.10) 0.10 2.3 5.31 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. d 1 �11_ I d_11 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 17.14 8.46 4.923 0.98( 0.10) 0.10 3.8 5.31 2 16.45 10.42 4.346 0.98( 0.10) 0.10 4.2 1.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 17.14 Tc(MIN.) = 8.46 EFFECTIVE AREA(ACRES) = 3.84 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.20 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.30 = 790.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Encompass Associates, Inc. Q -5 2/6/2007 'J 0 0 H1_ H-1 H11Z r El" IJ PM 17654 - Sierra Lakes Professional Drainage Study FLOW PROCESS FROM NODE 5.30 TO NODE 5.00 IS CODE = 31 » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 27.40 DOWNSTREAM(FEET) = 25.80 FLOW LENGTH(FEET) = 295.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 27.0 INCH PIPE IS 18.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.04 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 17.14 PIPE TRAVEL TIME(MIN.) = 0.81 Tc(MIN.) = 9.28 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 1085.00 FEET. FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 9.28 RAINFALL INTENSITY(INCH /HR) = 4.66 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 3.84 TOTAL STREAM AREA(ACRES) = 4.20 PEAK FLOW RATE(CFS) AT CONFLUENCE = 17.14 FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 315.00 ELEVATION DATA: UPSTREAM(FEET) = 36.00 DOWNSTREAM(FEET) = 32.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.269 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.393 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.50 0.98 0.100 32 7.27 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.38 TOTAL AREA(ACRES) = 0.50 PEAK FLOW RATE(CFS) = 2.38 Encompass Associates Inc. pa -6 Q 2/6/2007 FLOW PROCESS FROM NODE 2_00 NODE IS CODE = 31 -- » >>>COMPUTE PIPE -FLOW TRAVEL - TO - - - - -- - 3.00 TIME THRU SUBAREA««< »»>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 28.80 DOWNSTREAM(FEET) 27.50 FLOW LENGTH(FEET) = 255.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 7.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 3.63 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 Encompass Associates Inc. pa -6 Q 2/6/2007 PM 17654 - Sierra Lakes Professional Drainage Study PIPE- FLOW(CFS) = 2.38 PIPE TRAVEL TIME(MIN.) = 1.17 Tc(MIN.) = 8.44 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 3.00 = 570.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - - FLOW PROCESS FROM NODE 3.00 TO NODE - - - -- - 3_00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 31 ----------------------------------------------------------------------- » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< vo ELEVATION DATA: UPSTREAM(FEET) = 27.50 DOWNSTREAM(FEET) = 26.40 FLOW LENGTH(FEET) = 255.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.21 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 6.09 PIPE TRAVEL TIME(MIN.) = 1.01 Tc(MIN.) = 9.45 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 4.00 = 825.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 81 ---------------------------------------------------------------------------- A » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 9.45 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.608 �1 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.70 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.84 EFFECTIVE AREA(ACRES) = 2.10 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 8.52 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 4.00 TO NODE - 500 - IS - CODE = 31 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) 26.40 DOWNSTREAM(FEET) = 25.80 FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013 Encompass Associates, Inc. Q -7 2/6/2007 MAINLINE Tc(MIN) = 8.44 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.931 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.90 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.90 SUBAREA RUNOFF(CFS) = 3.92 EFFECTIVE AREA(ACRES) = 1.40 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 ® TOTAL AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS) = 6.09 FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 31 ----------------------------------------------------------------------- » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< vo ELEVATION DATA: UPSTREAM(FEET) = 27.50 DOWNSTREAM(FEET) = 26.40 FLOW LENGTH(FEET) = 255.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.21 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 6.09 PIPE TRAVEL TIME(MIN.) = 1.01 Tc(MIN.) = 9.45 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 4.00 = 825.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 4.00 TO NODE 4.00 IS CODE = 81 ---------------------------------------------------------------------------- A » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 9.45 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.608 �1 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.70 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.84 EFFECTIVE AREA(ACRES) = 2.10 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) = 8.52 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 4.00 TO NODE - 500 - IS - CODE = 31 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) 26.40 DOWNSTREAM(FEET) = 25.80 FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013 Encompass Associates, Inc. Q -7 2/6/2007 PM 17654 - Sierra Lakes Professional Drainage Study DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.47 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 8.52 PIPE TRAVEL TIME(MIN.) = 0.56 Tc(MIN.) = 10.01 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 975.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE - 5_00 - TO NODE 5.00 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 CONCENTRATION(MIN.) = 10.01 RAINFALL INTENSITY(INCH /HR) = 4.45 ' AREA- AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 2.10 TOTAL STREAM AREA(ACRES) = 2.10 PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.52 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 17.14 9.28 4.659 0.98( 0.10) 0.10 3.8 5.31 e 1 16.45 11.24 4.153 0.98( 0.10) 0.10 4.2 1.00 2 8.52 10.01 4.451 0.98( 0.10) 0.10 2.1 1.00 bt RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 25.41 9.28 4.659 0.98( 0.10) 0.10 5.8 5.31 2 25.40 10.01 4.451 0.98( 0.10) 0.10 6.1 1.00 3 24.39 11.24 4.153 0.98( 0.10) 0.10 6.3 1.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 25.41 Tc(MIN.) = 9.28 EFFECTIVE AREA(ACRES) = 5.79 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.30 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 1085.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE - - - - -- 5_00 - TO - NODE - - - -- - 6_00 IS CODE = 31 »»> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) ««< - - -- ELEVATION DATA: UPSTREAM(FEET) = 25.80 DOWNSTREAM(FEET) = 23.00 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 14.94 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 25.41 PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 9.34 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 6.00 = 1145.00 FEET. Encompass Associates, Inc. Q-8 2/6/2007 PM 17654 - Sierra Lakes Professional Drainage Study ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -- FLOW - PROCESS FROM NODE - - -- 6_00 - TO - NODE - - - - -- 6_00 - IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 9.34 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.639 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.63 EFFECTIVE AREA(ACRES) = 6.19 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.70 PEAK FLOW RATE(CFS) = 25.41 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE +--------------------------------------------------------------------- - - - - -+ I END EASTERLY SYSTEMS I I I I BEGIN WESTERLY SYSTEMS I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 180.00 Pt ELEVATION DATA: UPSTREAM(FEET) = 35.00 DOWNSTREAM(FEET) = 33.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.968 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.071 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.60 0.98 0.100 32 5.97 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.23 w TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 3.23 FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81 -- »»>ADDITION - OF - SUBAREA - TO - MAINLINE - PEAK - FLOW<<< << -------------- - - - - -- Encompass Associates, Inc. Q -9 ib 2/6/2007 MAINLINE Tc(MIN) = 5.97 * 100 YEAR RAINFALL INTENSITY(INCH SUBAREA LOSS RATE DATA(AMC II): /HR) = 6.071 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.60 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 3.23 EFFECTIVE AREA(ACRES) = 1.20 AREA - AVERAGED FM(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.20 PEAK FLOW RATE(CFS) = 6.45 Encompass Associates, Inc. Q -9 ib 2/6/2007 C ' 0 k � E H - u D it PM 17654 - Sierra Lakes Professional Drainage Study ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< - - >>USE - TIME -OF- CONCENTRATION - NOMOGRAPH - FOR - INITIAL - SUBAREA «--------- - - - - -- INITIAL SUBAREA FLOW- LENGTH(FEET) = 385.00 ELEVATION DATA: UPSTREAM(FEET) = 37.00 DOWNSTREAM(FEET) = 31.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.560 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.268 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE _ GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.70 0.98 0.100 32 7.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.26 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 3.26 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 31 ---------------------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 27.00 DOWNSTREAM(FEET) = 22.00 FLOW LENGTH(FEET) = 85.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 4.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.53 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.26 PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 7.71 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 81 ---------------------------------------------------------------------------- » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 7.71 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.207 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.10 0.98 0.100 32 COMMERCIAL A 0.30 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.84 EFFECTIVE AREA(ACRES) = 1.10 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA- AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 5.06 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< - - >>USE - TIME -OF- CONCENTRATION - NOMOGRAPH - FOR - INITIAL - SUBAREA« - - - - -- Encompass Associates, Inc. Q -10 2/6/2007 u PM 17654 - Sierra Lakes Professional Drainage Study I Encompass Associates, Inc. Q -11 2/6/2007 INITIAL SUBAREA FLOW- LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 34.30 DOWNSTREAM(FEET) = 30.50 Tc = K *((LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM TC(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.751 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.20 0.98 0.100 32 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.20 TOTAL AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) = 1.20 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81 ----------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- MAINLINE TC(MIN) = 5.00 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.751 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.20 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 1.20 EFFECTIVE AREA(ACRES) = 0.40 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.40 PEAK FLOW RATE(CFS) = 2.40 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW <<<< --------------- - - - -- MAINLINE Tc(MIN) = 5.00 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.751 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.05 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.05 SUBAREA RUNOFF(CFS) = 0.30 EFFECTIVE AREA(ACRES) = 0.45 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREALAVERAGEDINCH /HR) AVERAGED- Ap 10 = AREAK TOTAL AREA(ACRES) = 0.45 PEAK FLOW RATE(CFS) = -=- -0 - - - 2.69 2.69 -- - - -- -- - END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.45 TC(MIN.) = 5.00 EFFECTIVE AREA(ACRES) = 0.45 AREA - AVERAGED Fm(INCH /HR)= 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 2.69 END OF RATIONAL METHOD ANALYSIS I Encompass Associates, Inc. Q -11 2/6/2007 Encompass Associates, Inc. Job PM 17654 SL Prof. Civil Engineers Sheet No. of 5699 Cousins Place Calculated by: ATS Date 2/5/07 Rancho Cucamonga, CA 91737 Checked by: Date (909) 684 -0093 Fax 483 -3263 Scale nts STREET FLOW DEPTH AND CATCH BASIN SIZING CALCULATIONS Description: x i 'A D 0 0 I : u t LA FITNESS / SIERRA LAKES PROFESSIONAL Half- strPPt flnw dp nth• 0 47 * - See "Section Reference" Detail information on "Sections" Sheet ' - C =Curb- Opening, I = Inlet, F= Flowby, S =Sump, G = Grate - Opening (width for "G" =CI necessary for desired flow interception) CB /Sect. Notes: Directional Prefix ( "NA6 ") means section upstream of A6; Suffix (e.g., "A6w ") means A6 size contribution from direction P: \102- 139 \PM 17654- SLProf \Tract- Hydraulicsl 7654.xis 2/6/2007 L 1ofl MEN an * - See "Section Reference" Detail information on "Sections" Sheet ' - C =Curb- Opening, I = Inlet, F= Flowby, S =Sump, G = Grate - Opening (width for "G" =CI necessary for desired flow interception) CB /Sect. Notes: Directional Prefix ( "NA6 ") means section upstream of A6; Suffix (e.g., "A6w ") means A6 size contribution from direction P: \102- 139 \PM 17654- SLProf \Tract- Hydraulicsl 7654.xis 2/6/2007 L 1ofl e Encompass Associates, .. Job PM 17654 SL Prof. Civil Engineers Sheet No. of 5699 Cousins Place Calculated by: ATS Date 2/5/07 Rancho Cucamonga, CA 91737 Checked by: Date (909) 684 -0093 Fax 483 -3263 Scale nts TYPICAL SECTIONS Description: LA FITNESS / SIERRA LAKES PROFESSIONAL IA Standard Street Sections "Street" - Parkway Curb Gutter Street Inlet Grate Ref Width Slope N Top Batter Ht Width Hike Lip Half -Width N LD Opening Ref Area L (eff) W (eff) Al 12 0.02 0.025 0.5 0.17 0.5 1.5 0.12 0.03 18 0.015 0.33 0.66 #N /A #N /A #N /A A2 A3 A4 A5 , A6 (B Garage Driveway Sections "Parking" I - Driveway Curb Ht Flowline Gutter Street Inlet Grate Ref Width Slope N (Adjacent Batter Lip Width Hike Lip Width N LD Opening Ref Area L (eff) W (eff) B1 3 0.01 0.013 0.5 0.083 0.083 1.5 0.13 0.03 26 0.015 0.33 0.66 C1 4.13 3.2 4.3 B2 3 0.01 0.025 0.2 0.001 0.001 0.001 0.001 0.001 5 0.025 0 0.03 C1 4.13 3.2 4.3 B3 B4 B5 IC Grate Inlet Specifications 1 Clear. Clear. Last Row Member int spacer Total - # Grates Grate Type Width Length Clear. thick. spcng spacers width Aopen Aopen Aopen L (Perim) Ref in in in in in # in sq. in. sf sf ft C1 1 APWA 311 25.5 38.375 0.625 0.5 0.75 2 0.5 595 4.13 4.13 10.6' C2 C3 C4 P: \102- 139 \PM17654- SLProf \Tract- Hydraulics17654.xls 2/6/2007 1 of 1 ELEMENT NO 6 IS A REACH U/S DATA STATION 1096.000 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION 1100.000 * * INVERT SECT N 24.800 3 .010 * * * * INVERT SECT LAT -1 LAT -2 N Q3 25.902 2 1 0 .010 16.900 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 1207.000 26.200 2 .010 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N 1247.000 26.400 2 .010 ELEMENT NO 10 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 1251.000 26.410 2 1 0 .010 2.400 Encompass Associates, Inc. H -2 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 * .000 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 PM 17654 - Sierra Lakes Prowssional .000 - 90.000 .000 RADIUS ANGLE .000 .000 Drainage Study FILE: A.WSW ANGLE ANG PT MAN H W S P G W - EDIT LISTING - Version 14.06 0 Date: 5 -15 -2007 Time: 2:45: 9 MAN H .000 * .000 .000 * WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING .000 26.400 .000 PAGE 1 CARD SECT CHN ANGLE NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.500 CD 2 4 1 2.000 CD 3 4 1 3.000 CD 4 2 0 .000 3.000 3.500 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100- YEAR,HYDRAULICS HEADING LINE NO 3 IS - LINE A W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1007.550 21.130 3 30.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.140 21.350 3 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.810 21.790 3 .013 22.498 45.000 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1040.520 21.960 3 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1046.400 23.046 3 1 0 .010 .001 .000 23.300 .000 45.000 .000 ELEMENT NO 6 IS A REACH U/S DATA STATION 1096.000 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION 1100.000 * * INVERT SECT N 24.800 3 .010 * * * * INVERT SECT LAT -1 LAT -2 N Q3 25.902 2 1 0 .010 16.900 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 1207.000 26.200 2 .010 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N 1247.000 26.400 2 .010 ELEMENT NO 10 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 1251.000 26.410 2 1 0 .010 2.400 Encompass Associates, Inc. H -2 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 * .000 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 25.800 .000 - 90.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 - 10.000 0 RADIUS ANGLE ANG PT MAN H .000 * .000 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 26.400 .000 45.000 .000 RADIUS ANGLE 5/15/2007 Encompass Associates, Inc. H -3 5/15/2007 PM 17654- Sierra Lakes Professional Drainage Study .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1503.000 27.520 2 .010 .000 .000 .000 0 ELEMENT NO 12 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1507.000 27.529 2 1 0 .010 3.700 .000 27.520 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1666.450 28.330 2 .010 .000 .000 - 90.000 0 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1730.280 28.650 2 .010 .000 .000 90.000 0 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1760.790 28.800 2 .010 .000 .000 .000 0 ELEMENT NO 16 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1760.790 28.800 4 .500 ELEMENT NO 17 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1760.790 28.800 4 27.800 Encompass Associates, Inc. H -3 5/15/2007 Ewa voeown U VA PM 17654- Sierra Lakes Prolcssional Drainage Study FILE: A.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45:17 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YEAR HYDRAULICS LINE A I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- -I- L /Elem ICh Slope -I- I -I- I I -I- I -I- -I- SF Ave[ -I- HF ISE -I- DpthlFroude -I- NINorm Dp -I- -I- -I- I "N" I X -Fall) ZR -I IType Ch I I I I I i 1007.550 21.130 9.570 30.700 25.40 I 3.59 .20 I 30.90 .00 I 1.63 I .00 I I 3.000 I .000 .00 1 .0 -I- 8.590 -I- .0256 -I- -I- - I- -I- -I- .0015 -I- .01 -I- 9.57 -I- .00 1.00 -I- -I- .013 -I- .00 .00 1- PIPE I 1016.140 21.350 I 9.362 I 30.712 i I 25.40 I 3.59 .20 I 30.91 .00 I 1.63 I .00 I I 3.000 I .000 .00 I 1 .0 -I- 17.670 -I- .0249 -I- -I- -I- -I- -I- .0015 -I- .03 -I- .00 -I- .00 1.00 -I- -I- .013 -I- .00 .00 1- PIPE I 1033.810 21.790 i 8.976 I 30.766 I I 25.40 I 3.59 .20 I 30.97 .00 I 1.63 I .00 I I 3.000 I .000 .00 I 1 .0 - I - 6.710 - I - .0253 - I - - I - - I - - I - - I - .0015 - I - .01 - I - 8.98 - I - .00 1.00 - I - - I - .013 - I - .00 .00 1- PIPE I 1040.520 21.960 I 8.816 I 30.776 I I 25.40 I 3.59 .20 I 30.98 .00 I 1.63 I .00 I I 3.000 I .000 .00 I 1 .0 - I - JUNCT STR - I - .1847 - I - - I - - I - - I - - I - .0009 - I - .01 - I - 8.82 - I - .00 - i - - I - .010 - I - .00 .00 I- PIPE I 1046.400 23.046 I 7.735 I 30.781 I I 25.40 I 3.59 .20 I 30.98 .00 i 1.63 I .00 I I 3.000 I .000 .00 I 1 .0 49.600 .0354 .0009 .04 7.74 .00 .80 .010 .00 .00 PIPE I 1096.000 24.800 I 6.024 I 30.824 I I 25.40 I 3.59 .20 I 31.02 .00 I 1.63 I .00 I I 3.000 I .000 - I - .00 I 1 .0 - I - JUNCT STR - I - .2755 - I - - I - - I - - I - - I - .0008 - I - .00 - I - 6.02 - I - .00 - I - - I - .010 .00 .00 I- PIPE I 1100.000 25.902 I 5.341 I 31.243 I I 8.50 I 2.71 .11 I 31.36 .00 I 1.04 I .00 I I 2.000 I .000 .00 I 1 .0 - I - 107.000 - I - .0028 - I - - I - - I - - I - - I - .0008 - I - .09 - I - 5.34 - i - .00 1.06 - I - - I - .010 - I - .00 .00 1- PIPE I 1207.000 26.200 I 5.136 I 31.336 I I 8.50 I 2.71 .11 I 31.45 .00 I 1.04 I .00 I i 2.000 I .000 .00 I 1 .0 -I- 40.000 -I- .0050 -I- -I- -I- -I- - I - .0008 -I- .03 - I- 5.14 -I- .00 .89 -I- -I- .010 -I- .00 .00 1- PIPE I 1247.000 26.400 I 4.969 I 31.369 I I 8.50 I 2.71 .11 I 31.48 .00 I 1.04 I .00 I I 2.000 I .000 .00 I 1 .0 - I - JUNCT STR - I - .0025 - I - - I - - I - - I - - I - .0006 - I - .00 - I - 4.97 - I - .00 - i - - I - .010 - i - .00 .00 I- PIPE Encompass Associates, Inc. H -4 5/15/2007 Encompass Associates, Inc. H -5 5/15/2007 PM 17654 - Sierra Lakes Protessional Drainage Study FILE: A.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45:17 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YEAR HYDRAULICS LINE A Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip - I - L /Elem - I - ICh Slope I - I - - I - - I - I I I - I - - I - SF Avel - I - - I - HF ISE DpthlFroude - I - - I - NINorm Up - I - - I - I "N" I X -Fall) ZR - I IType Ch 1251.000 I I 26.410 5.049 I I I 31.459 6.10 I 1.94 .06 I 31.52 .00 I I .87 .00 I I I 2.000 .000 .00 i 1 .0 - I - 252.000 - I - .0044 - I - - I - - I - - I - - i - .0004 - I - .11 - I - 5.05 - i - .00 - I - .77 - I - - I - .010 .00 .00 1- PIPE 1503.000 I 27.520 I 4.048 I I I 31.568 6.10 i 1.94 .06 I 31.63 .00 I I .87 .00 I I I 2.000 .000 .00 I 1 .0 - I - JUNCT STR - i - .0022 - I - - I - - I - - I - - i - .0002 - I - .00 - I - 4.05 - I - .00 - I - - I - - I - .010 .00 .00 I- PIPE 1507.000 27.529 4.084 31.613 2.40 .76 .01 31.62 .00 .54 .00 2.000 .000 .00 1 .0 -I- 159.450 -I- .0050 -I- -I- -I- - I - - I - .0001 - I - .01 - I- 4.08 -I- .00 -I- .46 - I - -I- .010 .00 .00 1 PIPE 1666.450 I 28.330 I 3.297 I I I 31.627 2.40 I .76 .01 I 31.64 .00 I I .54 .00 I I I 2.000 .000 .00 I 1 .0 - I - 63.830 - I - .0050 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 3.30 - I - .00 - I - .46 - I - - I - .010 .00 .00 1- PIPE 1730.280 - I - I 28.650 - I - I 2.984 - I - I I I 31.634 2.40 I .76 .01 I 31.64 .00 I I .54 .00 I I I 2.000 .000 .00 I 1 .0 30.510 .0049 - I - - I - - I - - I - .0001 - I - .00 - I - 2.98 - I - .00 - I - .46 - I - - I - .010 .00 .00 1- PIPE 1760.790 I 28.800 I 2.836 I I I 31.636 2.40 I .76 .01 I 31.64 .00 I I .54 .00 I I I 2.000 .000 .00 I 1 .0 WALL ENTRANCE 1760.790 -I- I 28.800 -I- I 2.849 -I- I I I 31.649 2.40 -I- -I- I .24 .00 -I- -I- I 31.65 -I- .00 -I- I I .24 -I- 3.50 I I I 3.000 3.500 - I - -I- -I- .00 i 0 .0 I- Encompass Associates, Inc. H -5 5/15/2007 Encompass Associates, Inc. H -6 5/15/2007 r PM 17654 - Sierra Lakes Professional Drainage Study FILE: B.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 5 -15 -2007 Time: 2:45:25 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.500 CD 2 4 1 1.500 CD 3 2 0 .000 3.500 3.500 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100 -YR HYDRAULICS HEADING LINE NO 3 IS - LINE B W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 27.400 1 31.380 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1008.000 27.440 1 .010 .000 .000 .000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1012.000 27.460 1 2 0 .010 3.700 .000 28.640 .000 - 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1240.340 28.640 1 .010 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1244.000 28.659 1 2 0 .010 .600 .000 28.640 .000 - 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1365.690 29.270 1 .010 .000 .000 - 45.000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1410.590 29.500 1 .010 .000 .000 .000 0 ELEMENT NO 8 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1410.590 29.500 3 .500 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1410.590 29.500 3 29.500 Encompass Associates, Inc. H -6 5/15/2007 Encompass Associates, Inc. H -7 5/15/2007 PM 17654 - Sierra Lakes Protessional Drainage Study FILE: B.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45:33 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE B +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ++ I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INO Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I -I- -i- L /Elem ICh Slope I - I - I -I- - I - I I -1- - I - SF Avel - I - HF ISE -I- DpthlFroude - I - NINorm -I- Dp -I- -I- I "N" I X -Fa111 ZR IType Ch I I I I I I I I 1000.000 27.400 I I 3.980 I I 31.380 7.30 i 4.13 .26 31.64 .00 1.05 .00 1.500 .000 .00 1 .0 - I - 8.000 - I - .0050 - I - -I- -I- - I - - I - .0029 -I- .02 -I 3.98 - I - .00 - I - .97 -I- -I .010 .00 .00 1- PIPE I 1008.000 27.440 I I 3.963 I I 31.403 7.30 I 4.13 .26 I 31.67 .00 I I 1.05 .00 -I- I I I 1.500 .000 -I- -I- .00 i 1 .0 I- -I- JUNCT STR -I- .0050 -I- -I- -I- -I- -I- .0018 -I- .01 -I- 3.96 -I- .00 .010 .00 .00 PIPE I i 1012.000 27.460 I I 4.255 i I 31.715 3.60 I 2.04 .06 I 31.78 .00 i I .72 .00 -I- I I I 1.500 .000 -I- -I- .00 1 .0 1- -I- 228.340 -I- .0052 -I- -I- -I- -I- -I- .0007 -I- .16 -I- 4.25 -I- .00 .63 .010 .00 .00 PIPE I 1240.340 28.640 I 3.233 I I I 31.873 3.60 I 2.04 .06 I 31.94 .00 I I .72 .00 - I - I I I 1.500 .000 - I - - I - .00 I 1 .0 I- - I - JUNCT STR - I - .0052 - I - - I - - I - - I - - I - .0006 - I - .00 - I - 3.23 - I - .00 .010 .00 I .00 PIPE I I 1244.000 28.659 I 3.253 I I I 31.912 3.00 I 1.70 .04 I 31.96 .00 I I .66 - i - .00 - I - I I 1.500 .000 - I - - I - .00 1 .0 1- - I - 121.690 - I - .0050 - I - - i - - I - - I - - I - .0005 - I - .06 - I - 3.25 .00 .57 .010 .00 .00 PIPE I I 1365.690 29.270 I 2.708 I I I 31.978 3.00 I 1.70 .04 I 32.02 .00 - I - I I .66 - I - .00 - I - I I I 1.500 .000 - I - - I - .00 1 .0 1- - I - 44.900 - I - .0051 - I - - I - - I - - I - - I - .0005 - I - .02 2.71 .00 .57 .010 .00 .00 PIPE I I 1410.590 29.500 I 2.500 I I I 32.000 3.00 I 1.70 .04 i 32.04 .00 I I .66 .00 I I I 1.500 .000 .00 1 .0 WALL ENTRANCE I I I I 1410.590 -I- 29.500 -I- I 2.565 -I- I I I 32.065 3.00 -I- -I- I .33 .00 -I- -I- i 32.07 -I- .00 -I- I I .28 -I- 3.50 -I I 3.500 3.500 -I- -I .00 0 .0 I Encompass Associates, Inc. H -7 5/15/2007 Irl "°�!) IP'1 �," l� RIFE PM 17654- Sierra. Lakes Pruiessional Drainage Study FILE: B2.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 2- 5 -2007 Time: 9: 1:17 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 2 0 .000 3.000 3.500 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100 -YR HYDRAULICS HEADING LINE NO 3 IS - LINE B2 W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 27.400 1 31.380 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1128.040 28.040 1 .010 .000 .000 - 45.000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1173.080 28.200 1 .010 .000 .000 .000 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1177.080 28.210 1 2 0 .010 8.200 .000 31.800 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1184.500 28.240 1 .010 .000 .000 .000 0 ELEMENT NO 6 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1184.500 28.240 2 .500 ELEMENT NO 7 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1184.500 28.240 2 28.240 Encompass Associates, Inc. H -8 5/15/2007 PM 17654 - Sierra Lakes Prwessional Drainage Study FILE: B2.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 2- 5 -2007 Time: 9: 1:25 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE B2 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /]Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip - I - - I - - i - - I - - I - - I - - I - - I - - I - - I - - I - - I - - i - - I L /Elem ICh Slope I I I I SF Ave) HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch i I I I I i I I i I I I I 1000.000 27.400 3.980 31.380 10.40 3.31 .17 31.55 .00 1.15 .00 2.000 .000 .00 1 .0 -I- - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- 128.040 .0050 .0013 .16 3.98 .00 1.00 .010 .00 .00 PIPE I I I I I I I I I I I I I 1128.040 28.040 3.525 31.565 10.40 3.31 .17 31.74 .00 1.15 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -i- - I - -I- -I- -I- -I- -I- -I- -i- 1- 45.040 .0036 .0013 .06 3.53 .00 1.11 .010 .00 .00 PIPE I I I I I I I I I I I I I 1173.080 28.200 3.422 31.622 10.40 3.31 .17 31.79 .00 1.15 .00 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - I- JUNCT STR .0025 .0007 .00 3.42 .00 .010 .00 .00 PIPE I I I I I I I I I I I I I 1177.080 28.210 3.739 31.949 2.20 .70 .01 31.96 .00 .52 .00 2.000 .000 .00 1 .0 - I - - I - - I - - i - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- 7.420 .0040 .0001 .00 3.74 .00 .46 .010 .00 .00 PIPE I I I I I i I I I I I I I 1184.500 28.240 3.710 31.950 2.20 .70 .01 31.96 .00 .52 .00 2.000 .000 .00 1 .0 WALL ENTRANCE I I I I I I I I I I I I I 1184.500 28.240 3.721 31.961 2.20 .17 .00 31.96 .00 .23 3.50 3.000 3.500 .00 0 .0 - 1 -' -1- -1- - 1- -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- Encompass Associates, Inc. H -9 5/15/2007 PM 17654 -Siena Lakes Pi. _.:ssional Drainage Study FILE: c.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 5 -15 -2007 Time: 2:45:41 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100 -YR HYDRAULICS HEADING LINE NO 3 IS - LINE C W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 25.800 1 31.010 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1072.000 26.200 1 .010 .000 .000 90.000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1172.000 27.000 1 .010 .000 .000 - 90.000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1252.000 27.400 1 .010 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1252.000 27.400 1 27.400 Encompass Associates, Inc. H -10 5/15/2007 r"I M A ® i PM 17654 - Sierra Lakes Processional Drainage Study FILE: c.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45:49 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE C Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch I I I I I I I I I I I I I 1000.000 25.800 5.210 31.010 17.10 3.48 .19 31.20 .00 1.40 .00 2.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 72.000 .0056 .0010 .07 5.21 .00 1.15 .010 .00 .00 PIPE I I I I I I I I I I I I I 1072.000 26.200 4.940 31.140 17.10 3.48 .19 31.33 .00 1.40 .00 2.500 .000 .00 1 .0 - I - - 1 - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- 100.000 .0080 .0010 .10 4.94 .00 1.03 .010 .00 .00 PIPE I I I I i I I I I I I I I 1172.000 27.000 4.299 31.299 17.10 3.48 .19 31.49 .00 1.40 .00 2.500 .000 .00 1 .0 - I - - I - - I - - I - - I - - i - - I - - I - - I - - I - - I - - I - - I - 1- 80.000 .0050 .0010 .08 4.30 .00 1.18 .010 .00 .00 PIPE I I I I I i I I I I I I I 1252.000 27.400 3.981 31.381 17.10 3.48 .19 31.57 .00 1.40 .00 2.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- Encompass Associates, Inc. H -11 5/15/2007 Encompass Associates, Inc. H -12 5/15/2007 PM 17654- Sierra Lakes Prwessional Drainage Study FILE: D.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 5 -15 -2007 Time: 2:45:57 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100 -YR HYDRAULICS HEADING LINE NO 3 IS - LINE D W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1007.240 21.760 1 29.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1017.180 23.820 1 .010 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1024.900 25.410 1 .010 16.448 - 26.893 .000 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1029.580 26.020 1 0 0 .010 .000 .000 .000 .000 .000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1234.620 28.300 1 .010 .000 .000 .000 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1266.800 28.640 1 .010 .000 .000 - 45.000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1280.850 28.780 1 .010 .000 .000 .000 0 ELEMENT NO 8 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1284.850 28.820 1 1 0 .010 3.200 .000 28.820 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1494.460 30.760 1 .010 .000 .000 .000 0 ELEMENT NO 10 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1494.460 30.760 1 30.760 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING Encompass Associates, Inc. H -12 5/15/2007 PM 17654 - Sierra Lakes Processional Drainage Study FILE: D.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46: 5 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE D I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I - I - (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip - I - L /Elem ICh Slope I - I - I - I - - I - I I - I - - I - SF Avel - I - HF - I - ISE DpthlFroude - I - NINorm - I - Dp - I - I "N" I - I - X -Fall) ZR - I ]Type Ch 1007.240 I I 21.760 - I- I 7.240 I I 29.000 6.40 3.62 I .20 29.20 I .00 I .98 I .00 I I 1.500 I .000 .00 I 1 .0 -I- 9.940 .2072 -I- -I- -I- -I- -I- .0022 -I- .02 -I 7.24 -I- .00 -I- .33 -I- .010 -I- .00 .00 1 PIPE 1017.180 I I 23.820 I 5.202 I I 29.022 6.40 3.62 I .20 29.23 I .00 I .98 I .00 I I 1.500 I .000 .00 I 1 .0 - I - 7.720 - I - .2060 - I - - I - - I - - I - - I - .0022 - I - .02 - I - .00 - I - .00 - I - .33 - I - .010 - I - .00 .00 1- PIPE 1024.900 - I - 1 I 25.410 I 3.651 I I 29.061 6.40 3.62 I .20 29.26 I .00 I .98 I .00 I I 1.500 I .000 .00 I 1 .0 JUNCT STR - I - .1303 - I - - I - - I - - I - - I - .0022 - I - .01 - I - 3.65 - I - .00 - I - - I - .010 - I - .00 .00 I- PIPE 1029.580 -I- I I 26.020 I 3.051 I I 29.071 6.40 3.62 I .20 29.28 I .00 I .98 I .00 I I 1.500 I .000 .00 I 1 .0 173.853 -I- .0111 -I- -I- -I- -I- -I- .0022 -i- .38 -I- 3.05 -I- .00 -I- .70 -i- .010 -I- .00 .00 1- PIPE 1203.433 -I- I I 27.953 1.500 I I I 29.453 6.40 3.62 I .20 29.66 I .00 I .98 I .00 I I 1.500 I .000 .00 I 1 .0 12.958 -I- .0111 -I- -I- -I- -I- -I- .0020 -I- .03 -I- 1.50 -I- .00 -I- .70 -I- .010 -I- .00 .00 1 PIPE 1216.392 I I 28.097 I 1.361 I I 29.458 6.40 3.80 I .22 29.68 I .00 I .98 I .87 I I 1.500 I .000 .00 I 1 .0 - I- 6.395 - I - .0111 - I - - I - - I - - i - - I - .0020 - I - .01 - I - 1.36 - I - .48 - I- .70 - I - .010 - I - .00 .00 1- PIPE 1222.787 I I 28.168 1.280 i I I 29.449 6.40 3.98 I .25 29.69 I .00 I .98 I 1.06 I I 1.500 I .000 .00 I 1 .0 -I- .626 -i- .0111 -I- -I- -I- -I- -I- .0021 -I- .00 -I- 1.28 -I- .57 -I- .70 -I- .010 -I .00 .00 1- PIPE 1223.413 I I 28.175 1.280 I I I 29.455 6.40 3.98 I .25 29.70 I .00 I .98 I 1.06 I I 1.500 I .000 .00 I 1 .0 HYDRAULIC JUMP 1223.413 -I- I I 28.175 .726 I I I 28.901 6.40 7.56 I .89 29.79 I .00 I .98 I 1.50 I 1.500 I I .000 .00 I 1 .0 11.207 -I- .0111 -I- -I- -I- -I- -I- .0092 -I- .10 -I- .73 -I- 1.77 .70 -I- -I- .010 -I- .00 .00 1- PIPE Encompass Associates, Inc. H -13 5/15/2007 Encompass Associates, Inc. H -14 5/15/2007 PM 17654 - Sierra Lakes Prowssional Drainage Study FILE: D.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46: 5 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE D Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor - I - I.D.1 - I - ZL IPrs /Pip - I - I - L /Elem ICh - I - Slope I - I - I - I - I - I - I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm - I - Dp I "N" I X -Fall) ZR IType Ch I I I 1234.620 I 28.300 i .753 I 29.053 I 6.40 I 7.20 .81 I 29.86 .00 I I .98 1.50 I I 1.500 .000 .00 1 .0 - I - 8.206 - I - .0106 - I - - I - - I - - I - - I - .0085 - I - .07 - I - .75 - I - 1.65 - I - .71 - I - .010 - I - .00 .00 1- PIPE I 1242.826 I 28.387 I .763 I 29.150 I 6.40 I 7.08 .78 I 29.93 .00 I I .98 1.50 - I - I I 1.500 - I - I .000 - I - .00 I 1 .0 1- - I - 14.931 - I - .0106 - I - - I - - I - - I - - I - .0078 - I - .12 - I - .76 - I - 1.61 .71 .010 .00 .00 PIPE I 1257.756 I 28.544 .793 I I 29.337 I 6.40 I 6.75 .71 I 30.05 .00 I I .98 1.50 i I 1.500 I .000 - I - .00 I 1 .0 - I - 9.044 - I - .0106 - I - - I - - I - - I - - I - .0069 - I - .06 - I - .79 - I - 1.50 - I - .71 - I - .010 .00 .00 1- PIPE I 1266.800 I 28.640 .824 I I 29.464 I 6.40 I 6.44 .64 I 30.11 .00 I I .98 1.49 i I 1.500 - I - I .000 - I - .00 I 1 .0 1- - I - 2.297 - I - .0100 - I - - I - - I - - I - - I - .0063 - I - .01 - I - .82 - I - 1.39 - I - .72 .010 I I .00 I .00 PIPE I I 1269.097 I 28.663 .833 I 29.496 I I 6.40 I 6.35 .63 I 30.12 .00 I .98 I 1.49 1.500 .000 .00 1 .0 1- 5.796 .0100 .0058 .03 .83 1.36 .72 .010 .00 .00 PIPE I 1274.893 I 28.721 .866 I 29.587 I I 6.40 I 6.06 .57 I 30.16 .00 I .98 I 1.48 -I- I I 1.500 -I- I .000 -I- .00 I 1 .0 1- -I- 3.520 -I- .0100 -I- -I- -I- -I- -I- .0052 -I- .02 -I- .87 -I- 1.26 .72 .010 I .00 I .00 PIPE I I 1278.412 28.756 I .901 I 29.657 I I 6.40 I 5.77 .52 I 30.17 .00 I .98 I 1.47 I 1.500 - I - .000 - I - .00 1 .0 1- - I - 1.869 - I - .0100 - I - - I - - I - - I - - I - .0046 - I - .01 - I - .90 - I - 1.17 - I - .72 .010 .00 .00 PIPE I I 1280.281 28.774 I .938 I 29.712 I I 6.40 I 5.51 .47 I 30.18 .00 - I - I .98 -I- I 1.45 -I I I 1.500 -I I .000 -i- .00 1 .0 1 -I- .569 - I - .0100 -i - I - -I- - I - - I - .0041 -I- .00 .94 1.08 .72 .010 .00 .00 PIPE i 1280.850 28.780 I .978 I 29.758 I I 6.40 I 5.24 .43 I 30.19 .00 I .98 I 1.43 - I - I I 1.500 - I - I .000 - I - .00 I 1 .0 I- - I - JUNCT STR - I - .0100 - I - - I - - I - - I - - I - .0021 - I - .01 - I - .98 - I - 1.00 .010 .00 .00 PIPE Encompass Associates, Inc. H -14 5/15/2007 Encompass Associates, Inc. H -15 5/15/2007 PM 17654 - Sierra Lakes PruiCssional Drainage Study FILE: D.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5- 15-2007 Time: 2:46: 5 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE D I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I -I- (FPS) Head I -i- -I- Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.1 -I- ZL IPrs /Pip -I L /Elem ICh Slope I I I I SF Avel -I- HF ISE -I- -I- DpthlFroude NINorm Dp -I- -I- I "N" I X -Fa11I ZR IType Ch 1284.850 I I 28.820 1.425 I I 30.245 I 3.20 I 1.84 .05 I 30.30 I .00 I .68 .65 I I 1.500 I .000 .00 I 1 .0 - i - 10.634 - I - .0093 - I - - I - - I - - I - - I - .0005 - I - .01 - I - 1.43 - I - .20 - I - .50 - I - .010 - I - .00 .00 1- PIPE 1295.484 I I 28.918 1.327 I i 30.245 I ` 3.20 I 1.94 .06 I 30.30 I .00 I .68 .96 I I 1.500 I .000 .00 I 1 .0 -I- 7.810 -I- .0093 -I- -I- -I- -I- -I- .0005 -I- .00 -I- 1.33 -I- .26 -I- .50 -i- .010 -I- .00 .00 1- PIPE 1303.293 I I 28.991 1.253 I I 30.244 I 3.20 I 2.03 .06 I 30.31 I .00 I .68 1.11 i I 1.500 I .000 .00 I 1 .0 -I- 6.497 -I- .0093 -i- -I- - I- -I- -I- .0006 -I- .00 -I- 1.25 -I- .30 -I- .50 -I- .010 -I- .00 .00 1- PIPE 1309.790 I I 29.051 1.190 I I 30.241 i 3.20 I 2.13 .07 I 30.31 I .00 I .68 1.21 I I 1.500 I .000 .00 I 1 .0 -I- 5.656 -I- .0093 -I- -I- -I- -I- -I- .0006 -i- .00 -I- 1.19 -I- .34 -I- .50 -I- .010 -I- .00 .00 1- PIPE 1315.446 I I 29.103 1.134 I I 30.237 I 3.20 I 2.23 .08 I 30.31 I .00 I .68 1.29 I I 1.500 I .000 -I .00 I 1 .0 -I- 5.002 -I- .0093 -I - I- - I - - I - -I- .0007 -I- .00 - I - 1.13 - I- .37 .50 -I- -I- .010 .00 .00 1- PIPE 1320.448 I I 29.149 1.083 I I 30.233 I 3.20 I 2.34 .09 I 30.32 I .00 I .68 1.34 I I 1.500 I .000 .00 I 1 .0 - I - 4.487 -I- .0093 -I- -I- - i - - I - - I- .0008 -I .00 -i 1.08 - I - .41 .50 -I- -I- .010 -I- .00 .00 1 PIPE 1324.935 I 29.191 I 1.037 I I 30.228 I 3.20 I 2.46 .09 i 30.32 I .00 I .68 1.39 I I 1.500 I .000 .00 I 1 .0 -I- 4.030 -I- .0093 -I- -I- -I- -I- -I- .0009 -I- .00 -I- 1.04 -I- .45 .50 -I- -I- .010 -I- .00 .00 1- PIPE 1328.965 I 29.228 I .994 I 30.222 I I 3.20 I 2.58 .10 I 30.32 I .00 I .68 1.42 I I 1.500 I .000 .00 I 1 .0 - I - 3.632 - I - .0093 - I - - I - - I - - I - - I - .0010 - I - .00 - I - .99 - I - .49 .50 - I - - I - .010 - I - .00 .00 1 PIPE 1332.596 I 29.262 I .953 I 30.215 I I 3.20 I 2.70 .11 I 30.33 I .00 I .68 1.44 I I 1.500 I .000 .00 I 1 .0 - I - 3.254 - I - .0093 - I - - I - - I - - I - - i - .0011 - I - .00 - I - .95 - I - .53 .50 - I - - I - .010 - I - .00 .00 1- PIPE Encompass Associates, Inc. H -15 5/15/2007 Encompass Associates, Inc. H -16 5/15/2007 PM 17654- Sierra Lakes Pruiessional Drainage Study FILE: D.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46: 5 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE D I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I -I- I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- -I- I "N" I X -Fa111 ZR -I IType Ch 1335.850 I I 29.292 .915 I 30.207 I I 3.20 I 2.83 .12 I 30.33 .00 I I .68 1.46 I I 1.500 I .000 .00 I 1 .0 -I- 1.198 -I- .0093 -I- -I- -I- -I- -I- .0012 -I- .00 -I- .92 -I- .57 -I- .50 -I- .010 -I- .00 .00 1- PIPE 1337.048 I I 29.303 .880 I 30.183 I I 3.20 I 2.97 .14 I 30.32 .00 I I .68 1.48 I I 1.500 I .000 .00 I 1 .0 HYDRAULIC JUMP 1337.048 I I 29.303 .504 I 29.807 I I 3.20 I 6.14 .58 I 30.39 .00 I I .68 1.42 I I 1.500 I .000 .00 i 1 .0 - I - 30.927 - I - .0093 - I - - I - - I - - I - - I - .0093 - I - .29 - I - .50 - I - 1.78 .50 - I - - I - .010 - I - .00 .00 1- PIPE 1367.976 I I 29.589 .504 I 30.094 I I 3.20 I 6.14 .58 I 30.68 .00 I I .68 1.42 I I 1.500 I .000 .00 I 1 .0 -1- 62.296 - I - .0093 - I - - I - - I - - I - - I - .0090 - I - .56 - I - .50 - i - 1.78 .50 - I - - I - .010 - i - .00 .00 1 PIPE 1430.272 -I- I I 30.166 - I - .511 - I - I 30.677 - I - I I 3.20 - I - I 6.02 .56 - I - -I- I 31.24 -I .00 -I- I I .68 - I - 1.42 I I 1.500 - I - - I - 1 .000 -I- .00 I 1 .0 31.925 .0093 .0082 .26 .51 1.73 .50 .010 .00 .00 1- PIPE 1462.197 I I 30.461 .530 I 30.991 I I 3.20 I 5.74 .51 I 31.50 .00 I I .68 1.43 I I 1.500 I .000 .00 I 1 .0 -I- 13.467 -I- .0093 -I- -I- -I- - I - - I - .0072 - I - .10 - i - .53 - I - 1.62 .50 - I- - I - .010 -I- .00 .00 1 PIPE 1475.665 I I 30.586 .549 I 31.135 I I 3.20 - I - I 5.47 .46 - I - I 31.60 .00 I I .68 1.44 I I 1.500 I .000 .00 I 1 .0 - I - 7.679 - I - .0093 - I - - I - - I - .0063 - I - .05 - I - .55 -i- 1.51 .50 - I - -I .010 - I - .00 .00 1- PIPE 1483.344 I i 30.657 .568 I 31.225 I I 3.20 i 5.21 .42 I 31.65 .00 I I .68 1.46 I I 1.500 I .000 .00 I 1 .0 - I - 4.821 - I - .0093 - I - - I - - I - - I - - I - .0055 - I - .03 - I - .57 - I - 1.42 .50 - I - - I - .010 - I - .00 .00 1- PIPE 1488.165 I 30.702 I .589 i 31.290 I I 3.20 I 4.97 .38 I 31.67 .00 I I .68 1.46 I I 1.500 I .000 .00 I 1 .0 - I - 3.075 - I - .0093 - I - - I - - I - - I - - I - .0049 - I - .01 - I - .59 - I - 1.32 .50 - 1 - - I - .010 - I - .00 .00 1- PIPE Encompass Associates, Inc. H -16 5/15/2007 PM 17654 - Sierra Lakes Pruiessional Drainage Study FILE: D.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46: 5 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE D +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ++ I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch i I I i I I I I I I I I I 1491.240 30.730 .610 31.340 3.20 4.74 .35 31.69 .00 .68 1.47 1.500 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- 1.891 .0093 .0043 .01 .61 1.23 .50 .010 .00 .00 PIPE I I I I I I I I I I I I I 1493.131 30.748 .632 31.380 3.20 4.52 .32 31.70 .00 .68 1.48 1.500 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- 1.007 .0093 .0038 .00 .63 1.15 .50 .010 .00 .00 PIPE I I I I I I I I I I I I I 1494.138 30.757 .656 31.413 3.20 4.31 .29 31.70 .00 .68 1.49 1.500 .000 .00 1 .0 - I- - I- -I- -i- -I- -I- -I- -I- -I- -I- -I- - I- -I- 1- .322 .0093 .0033 .00 .66 1.08 .50 .010 .00 .00 PIPE I I f I I I I I I I I I I 1494.460 30.760 .681 31.441 3.20 4.10 .26 31.70 .00 .68 1.49 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- Encompass Associates, Inc. H -17 5/15/2007 PM 17654 - Sierra Lakes Prviessional Drainage Study FILE: E.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 5 -15 -2007 Time: 2:46:13 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING I PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.500 CD 2 2 0 .000 3.000 3.500 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100 -YR HYDRAULICS HEADING LINE NO 3 IS - LINE E W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1009.170 26.150 1 28.900 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1012.020 28.000 1 .010 .000 .000 - 45.000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1021.100 27.770 1 2 0 .010 1.800 .000 32.000 .000 90.000 .000 RADIUS ANGLE .000 .000 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV - WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV - WARNING ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1093.000 28.630 1 .010 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1093.000 28.630 2 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1093.000 28.630 2 28.630 Encompass Associates, Inc. H -18 5/15/2007 1"Immm"Mm "T PM 17654 - Sierra Lakes Pru.essional Drainage Study FILE: E.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46:22 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE E Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- -I- I I -I- -i- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp -I- -I- I "N" I -I- X -Fall) ZR -I IType Ch 1009.170 I I 26.150 i 2.750 28.900 I i 5.10 2.89 I .13 I 29.03 .00 I .87 I .00 I I 1.500 I .000 .00 I 1 .0 - I - 1.959 - I - .6491 - I - - I - - I - - I - - I - .0014 - I - .00 - i - 2.75 - I - .00 .22 - I - - I - .010 - I - .00 .00 1- PIPE 1011.129 I I 27.422 I 1.500 28.922 I I 5.10 2.89 I .13 I 29.05 .00 I .87 I .00 I I 1.500 I .000 .00 I 1 .0 - I- .193 - I- .6491 - I- -I- -I- - I - -I- .0013 -I- .00 -I- 1.50 - I - .00 .22 -I- - I - .010 -I- .00 .00 1 PIPE 1011.323 I I 27.547 1.361 I 28.908 I i 5.10 3.03 I .14 I 29.05 .00 i .87 I .87 I I 1.500 I .000 .00 I 1 .0 - I - .103 - I - .6491 - I - - I - - I - - I - - I - .0013 - I - .00 - I - 1.36 - I - .38 .22 - I - - I - .010 - I - .00 .00 1- PIPE 1011.425 I I 27.614 1.280 I 28.894 I I 5.10 3.17 I .16 I 29.05 .00 I .87 I 1.06 I I 1.500 I .000 .00 I 1 .0 - I- .020 - I- .6491 - I- - I- -I- -i- -I- .0013 - I - .00 -I- 1.28 -I- .45 .22 -I- - I- .010 -I- .00 .00 1- PIPE 1011.446 I 27.627 I 1.280 I 28.907 I I 5.10 3.17 I .16 I 29.06 .00 I .87 I 1.06 I I 1.500 I .000 .00 I 1 .0 HYDRAULIC JUMP 1011.446 I 27.627 I .578 I 28.205 I I 5.10 8.13 I 1.03 I 29.23 .00 I .87 I 1.46 I I 1.500 I .000 .00 I 1 .0 - I - .101 - I - .6491 - I - - I - - I - - I - - I - .0132 - I - .00 - I - .58 - I - 2.19 .22 - I - - I - .010 - I - .00 .00 1- PIPE 1011.546 i 27.692 I .599 I 28.291 I I 5.10 7.75 I .93 I 29.22 .00 I .87 I 1.47 I I 1.500 I .000 .00 I 1 .0 - I - .099 - I - .6491 - I - - I - - I - - I - - I - .0116 - I - .00 - I - .60 - I - 2.04 .22 - I - - I - .010 - I - .00 .00 1- PIPE 1011.645 - I - I 27.757 I .621 I 28.377 I I 5.10 7.39 I .85 I 29.22 .00 I .87 I 1.48 I I 1.500 I .000 .00 I 1 .0 .085 - I - .6491 - I - - I - - I - - I - - I - .0102 - I - .00 - I - .62 - I - 1.90 .22 - I - - I - .010 - I - .00 .00 1- PIPE 1011.730 - I - I 27.812 I .643 I 28.455 I I 5.10 7.04 I .77 I 29.23 .00 I .87 I 1.48 I I 1.500 I .000 .00 I 1 .0 .072 -I- .6491 - I- - I- - i- -I- -I- .0090 -I- .00 -I- .64 -I- 1.78 .22 -I -I- .010 -I- .00 .00 1- PIPE Encompass Associates, Inc. H -19 5/15/2007 PM 17654 - Sierra Lakes Pruiessional Drainage Study FILE: E.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46:22 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE E ( Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I - I - Elev I - I - (FT) - I - I Elev I - I - (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I - I - I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm - I - Dp - I - - I - I "N" I X -Fall) - I ZR IType Ch I I I I 1011.802 - I - 27.859 - I - .667 28.526 I 5.10 6.72 I .70 I 29.23 .00 I .87 I 1.49 I I 1.500 i .000 .00 I 1 .0 .061 .6491 - I - - I - - I - - I - - I - .0079 - I - .00 - I - .67 - I - 1.66 - I - .22 - I - .010 - I - .00 .00 1- PIPE I 1011.863 I 27.898 - I- .692 I I 28.590 I 5.10 6.40 I .64 I 29.23 .00 I .87 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- .050 .6491 -I- -I -i- -I- -I- .0069 -I- .00 -I- .69 -I- 1.55 -I- .22 -I- .010 -I- .00 .00 1- PIPE I 1011.913 I 27.930 .718 I I 28.648 I 5.10 6.11 I .58 I 29.23 .00 I .87 I 1.50 I I 1.500 I .000 .00 I 1 .0 - I - .040 - I - .6491 - I - - I - - I - - I - - I - .0061 - I - .00 - I - .72 - i - 1.44 - I - .22 - I - .010 - I - .00 .00 1- PIPE I 1011.952 - I - I 27.956 - I - .745 I I 28.701 I 5.10 5.82 I .53 I 29.23 .00 I I .87 1.50 I I 1.500 I .000 .00 I 1 .0 .030 .6491 - I - - I - - I - - I - - I - .0054 - I - .00 - I - .74 - I - 1.34 - I - .22 - I - .010 - I - .00 .00 1- PIPE i 1011.982 - I - I 27.976 - I - .773 - I - I I 28.749 - I - I 5.10 - I - 5.55 - I - I .48 I 29.23 .00 I .87 I 1.50 I I 1.500 I .000 .00 I 1 .0 .021 .6491 - I - .0047 - I - .00 - I - .77 - I - 1.25 - I - .22 - I - .010 - I - .00 .00 1- PIPE I 1012.003 I 27.989 .803 I I 28.793 I 5.10 5.29 I .43 I 29.23 .00 I .87 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- .012 -I- .6491 -I- -I- -I- -i- -I- .0042 -I- .00 -I- .80 -I- 1.16 -I- .22 -i- .010 -I- .00 .00 1- PIPE I 1012.016 I 27.997 - I - .835 I I 28.832 I 5.10 5.05 I .40 I 29.23 .00 I .87 I 1.49 I I 1.500 I .000 .00 I 1 .0 - I - .004 .6491 - I - - I - - I - - I - - I - .0037 - I - .00 - I - .83 - I - 1.08 - I - .22 - I - .010 - I - .00 .00 1- PIPE I 1012.020 -I- 28.000 - I - I .869 I I 28.869 I 5.10 4.80 I .36 I 29.23 .00 I .87 I 1.48 I I 1.500 I .000 .00 I 1 .0 JUNCT STR -.0253 - I - - I - - I - - I - - I - .0020 - I - .02 - I - .87 - I - 1.00 - I - - I - .010 - I - .00 .00 I- PIPE I 1021.100 -I- 27.770 - I- I 1.520 I I 29.290 I 3.30 1.87 I .05 I 29.34 .00 i .69 I .00 I I 1.500 I .000 .00 I 1 .0 1.769 .0120 -I- -I- -I- -I- -I- .0006 -I- .00 -I- 1.52 -I- .00 -I- .48 -I- .010 -I- .00 .00 1- PIPE Encompass Associates, Inc. H -20 5/15/2007 PM 17654 - Sierra Ickes Proiessional Drainage Study FILE: E.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46:22 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE E I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wti INo Wth Station -I- I Elev I -I- (FT) I -i- Elev I -I- (CFS) I -I- (FPS) -I- Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem. ICh Slope I I I I -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm. -I- Dp -I- I "N" -I- I X -Fall) ZR -I IType Ch i i 1022.869 - I - 27.791 - I - I I 1.500 - i - 29.291 - 1 - I 3.30 1.87 I .05 I 29.35 .00 I .69 I .00 I 1.500 I I .000 .00 I 1 .0 11.618 .0120 - I - - I - -I- .0005 -I- .01 - I - 1.50 -I .00 -I- .48 -I- .010 -I- .00 .00 1- PIPE 1034.487 I 27.930 I I 1.361 I 29.291 -I I 3.30 1.96 I .06 I 29.35 .00 I .69 I .87 I 1.500 I I .000 .00 I 1 .0 -I- 6.547 -I- .0120 -I -I- - I - -I- .0005 - I - .00 - I - 1.36 - I - .25 - I - .48 -I .010 - I - .00 .00 1 PIPE 1041.034 I 28.008 I I 1.280 29.289 I I 3.30 2.05 I .07 I 29.35 .00 I .69 I 1.06 I 1.500 I I .000 .00 I 1 .0 -I- 5.273 - I - .0120 - I - -I- -I- - I - - I - .0006 -i- .00 - I - 1.28 - I - .29 -I .48 -I .010 -I .00 .00 1- PIPE 1046.307 I 28.071 I i 1.214 29.285 I I 3.30 2.15 I .07 I 29.36 .00 I .69 I 1.18 I 1.500 I I .000 .00 I 1 .0 - I - 4.509 - I - .0120 - I - - I - - I - - t - - I - .0006 - I - .00 - I - 1.21 - I - .33 - I - .48 - I - .010 - I - .00 .00 1- PIPE 1050.815 -I- I 28.125 I I 1.155 - I - 29.281 - I - I I 3.30 2.26 - I - I .08 - I - I 29.36 - I - .00 - I - I .69 I 1.26 I 4.500 I I .000 .00 I 1 .0 3.958 - I - .0120 - I - .0007 .00 1.16 - I - .37 - I - .48 - I - .010 - I - .00 .00 1- PIPE 1054.773 I 28.173 I 1.103 I 29.275 i I 3.30 2.37 I .09 I 29.36 .00 I .69 I 1.32 I 1.500 I I .000 .00 I 1 .0 -I- 3.522 -I- .0120 -I- -I- -I- -i- -I- .0008 -I- .00 - I- 1.10 -I- .41 -I- .48 -I- .010 -I- .00 .00 1- PIPE 1058.295 I 28.215 I 1.055 i 29.270 I I 3.30 2.49 I .10 I 29.37 .00 I .69 I 1.37 I 1.500 I I .000 .00 I 1 .0 - i - 3.148 - I - .0120 - I - - I - - I - - I - - I - .0009 - I- .00 - I - 1.05 - i - .45 - I - .48 - I - .010 - I - .00 .00 1- PIPE 1061.443 I 28.253 I 1.010 I 29.263 I I 3.30 2.61 I .11 I 29.37 .00 I .69 I 1.41 I 1.500 I I .000 .00 I 1 .0 - I - 2.810 - I - .0120 - I - - I - - I - - I - - I - .0010 - I - .00 - I - 1.01 - I - .48 - I - .48 - I - .010 - I - .00 .00 1 PIPE 1064.253 i 28.286 I .969 I 29.255 I I 3.30 2.73 I .12 I 29.37 .00 I .69 I 1.43 I 1.500 i I .000 .00 I 1 .0 -I- 2.514 -I- .0120 -I- -I- -I- -I- -I- .0011 -I- .00 -I- .97 -I- .53 -I- .48 -I- .010 -I- .00 .00 1- PIPE Encompass Associates, Inc. H -21 5/15/2007 Encompass Associates, Inc. H -22 5/15/2007 IM � PM 17654 - Sierra Lakes Pr%,�essional Drainage Study FILE: E.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46:22 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE E I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem *+*** a*** - I- ICh Slope I I* �* •**+** 1+******* -I- I I+++*** -I- �+* -I- I I 1+*+* �++** I** -I- -I- -I- SF Avel HF ISE �* �** 1�*+* �** I�* �****** 1*+**+** -I- DpthlFroude -I- NINorm l+******* -I- Dp I * +• * + * * *1 -I- -I- I "N" I X -Fa111 * * * * * *x1 * * * * * + +I * * ZR * ** -I IType Ch I * * * * * ** 1066.767 I I 28.316 I .930 29.246 I I 3.30 I 2.87 .13 I 29.37 .00 I .69 I 1.46 I I 1.500 I .000 .00 I 1 .0 -I- 1.816 - I - .0120 -I -I- -I- -I- -I- .0012 -I- .00 -I- .93 -I- .57 -I- .48 -I- .010 -I- .00 .00 1- PIPE 1068.583 I 28.338 I I .893 29.231 I I 3.30 I 3.01 .14 I 29.37 .00 I .69 I 1.47 I I 1.500 i .000 .00 I 1 .0 HYDRAULIC JUMP 1068.583 I 28.338 I I .519 28.857 i I 3.30 I 6.08 .57 I 29.43 .00 I .69 I 1.43 I I 1.500 I .000 .00 I 1 .0 - I - 7.376 - i - .0120 - I - - I - - I - - I - - I - .0083 - I - .06 - I - .52 - I - 1.74 - I - .48 - I - .010 - I - .00 .00 1- PIPE 1075.959 I 28.426 I I .538 28.964 I i 3.30 I 5.79 .52 i 29.49 .00 I .69 I 1.44 I I 1.500 I .000 .00 I 1 .0 - I - 5.964 - I- .0120 -I- -I- -I- -I- -I- .0072 -I- .04 -I .54 -I- 1.62 -I- .48 -I- .010 -I- .00 .00 1- PIPE 1081.924 - I - I 28.498 - I - I .557 I 29.055 - I - I I 3.30 - I - I 5.52 .47 - I - i 29.53 - I - .00 I .69 I 1.45 - I - I I 1.500 - I - I .000 - I - .00 I 1 .0 1- 4.091 .0120 - I - - I - .0063 .03 - I - .56 - I - 1.52 .48 .010 .00 .00 PIPE 1086.015 I 28.546 I .577 I 29.124 I I 3.30 I 5.27 .43 I 29.55 .00 I .69 I 1.46 I I 1.500 I .000 .00 I 1 .0 - I - 2.855 - I - .0120 - I - - I - - I - - I - - I - .0056 - i - .02 - I - .58 - I - 1.42 - I - .48 - I - .010 - I - .00 .00 1- PIPE 1088.870 I 28.581 I .598 I 29.179 I I 3.30 I 5.02 .39 I 29.57 .00 I .69 I 1.47 I I 1.500 I .000 .00 I 1 .0 - I - 1.950 - I - .0120 - I - - I - - I - - I - - I - .0049 - I - .01 - I - .60 - I - 1.32 - I - .48 - I - .010 - I - .00 .00 1- PIPE 1090.820 - I- I 28.604 I .620 I 29.224 I i 3.30 I 4.79 .36 I 29.58 .00 I .69 I 1.48 I I 1.500 I .000 .00 I 1 .0 1.259 -I .0120 -I -I - I - - I - - I - .0043 -I .01 -I- .62 -I- 1.24 -I- .48 -I .010 -I .00 .00 1 PIPE 1092.079 I 28.619 I .643 I 29.261 I I 3.30 I 4.56 .32 I 29.59 .00 I .69 I 1.48 I I 1.500 I .000 .00 I 1 .0 - i - .698 - I - .0120 - I - - - - - I - .0038 - .00 - I - .64 - 1.15 - I - .48 - I - .010 - .00 .00 1- PIPE Encompass Associates, Inc. H -22 5/15/2007 MEMEM WMMM . , . PM 17654 - Sierra Lakes Protessional Drainage Study FILE: E.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:46:22 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE E +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ++ Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 2L IPrs /Pip -I -I- -I- -i- -i- -I- -I- - I- -I- -I- -I- -I- -I -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) 2R IType Ch I I I I I I I I I I I I I 1092.777 28.627 .666 29.294 3.30 4.35 .29 29.59 .00 .69 1.49 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- - I- -I- - I - -I- 1- .223 .0120 .0033 .00 .67 1.08 .48 .010 .00 .00 PIPE I I I I I I I I I I I I I 1093.000 28.630 .692 29.322 3.30 4.14 .27 29.59 .00 .69 1.50 1.500 .000 .00 1 .0 WALL ENTRANCE I I I I i I I I I I I I I 1093.000 28.630 1.059 29.689 3.30 .89 .01 29.70 .00 .30 3.50 3.000 3.500 .00 0 .0 -I- -I- -I -I- -I -I- -I- -I- - I - -I- -I- -I- -I- I- Encompass Associates, Inc. H -23 5/15/2007 PM 17654 - Sierra Lakes Prwessional Drainage Study FILE: F.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 5 -15 -2007 Time: 2:44:53 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.500 CD 2 2 0 .000 3.000 3.500 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PM 17654 - SIERRA LAKES PROFESSIONAL HEADING LINE NO 2 IS - 100 -YR HYDRAULICS HEADING LINE NO 3 IS - LINE F W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1007.840 23.090 1 28.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.430 26.590 1 .010 .000 .000 - 45.000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1021.100 27.770 1 1 0 .010 2.400 .000 27.750 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1177.050 29.400 1 .010 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1177.050 29.400 2 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1177.050 29.400 2 29.400 Encompass Associates, Inc. H -24 5/15/2007 �.. PM 17654 - Sierra Lakes Proctssional Drainage Study FILE: F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45: 1 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE F I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTior I.D.1 ZL IPrs /Pip - I - L /Elem - I - ICh Slope I - i - - I - I I - I - I - I - - I - SF Avel - I - - I - HF ISE Dpth]Froude - I - NINorm Dp - I - - I - I "N" - I - I X -Fall] ZR - I IType Ch I I I I I I I 1007.840 23.090 5.410 28.500 2.70 1.53 .04 28.54 .00 I .62 I .00 I 1.500 I I .000 .00 I 1 .0 - I - 8.590 - I - .4075 - I - - I - - I - - I - - I - .0004 - I - .00 - I - 5.41 - I - .00 .18 - I - - I - .010 - I - .00 .00 1- PIPE 1016.430 I I 26.590 1.919 I I 28.509 I 2.70 1.53 I .04 I 28.54 .00 I .62 I .00 I 1.500 I I .000 .00 I 1 .0 - I - JUNCT STR - I - .2527 - I - - I - - I - - I - - I - .0002 - I - .00 - I - 1.92 - I - .00 - I - - I - .010 - I - .00 .00 I- PIPE 1021.100 i I 27.770 .830 i I 28.600 I .30 .30 I .00 I 28.60 .00 I .20 I 1.49 I 1.500 I I .000 .00 I 1 .0 - I - 2.988 - I - .0105 - I - - I - - I - - I - - I - .0000 - i - .00 - I - .83 - I - .06 .15 - I - - I - .010 - I - .00 .00 1- PIPE 1024.088 I I 27.801 .799 I I 28.600 I .30 .31 I .00 I 28.60 .00 I .20 I 1.50 I 1.500 I I .000 .00 I 1 .0 - I - 2.831 - I - .0105 - I - - I - - I - - I - - I - .0000 - I - .00 - I - .80 - I - .07 .15 - I - - I - .010 - I - .00 .00 1- PIPE 1026.919 I I 27.831 .769 I I 28.600 I .30 .33 I .00 I 28.60 .00 I .20 I 1.50 I 1.500 I I .000 .00 I 1 .0 - I - 2.696 - I - .0105 - I - - I - - I - - I - - I - .0000 - I - .00 - I - .77 - I - .07 .15 - I - - I - .010 - I - .00 .00 1- PIPE 1029.616 I I 27.859 .741 I I 28.600 I .30 .34 I .00 I 28.60 .00 I .20 I 1.50 I 1.500 I I .000 .00 I 1 .0 2.571 .0105 .0000 .00 .74 .08 .15 .010 .00 .00 PIPE 1032.187 I 27.886 I .714 I I 28.600 I .30 .36 I .00 I 28.60 .00 I .20 I 1.50 I 1.500 I I .000 .00 I 1 .0 -I- 2.455 -I- .0105 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .71 -I- .09 .15 -I- -I- .010 -I- .00 .00 1- PIPE 1034.641 I 27.912 I .688 I 28.599 I I .30 .38 I .00 I 28.60 .00 i .20 I 1.49 I 1.500 I I .000 .00 I 1 .0 - I - 2.338 - I - .0105 - I - - I - - i - - I - - I - .0000 - I - .00 - I - .69 - I - .09 .15 - i - - I - .010 - I - .00 .00 1- PIPE 1036.980 I 27.936 I .663 I 28.599 I I .30 .40 I .00 I 28.60 .00 I .20 I 1.49 I 1.500 I I .000 .00 I 1 .0 - I - 2.241 - I - .0105 - I - - I - - I - - I - - I - .0000 - I - .00 - I - .66 - I - .10 .15 - I - - I - .010 - I - .00 .00 1- PIPE Encompass Associates, Inc. H -25 5/15/2007 Encompass Associates, Inc. H -26 5/15/2007 PM 17654 - Sierra Lakes Prv,essional Drainage Study FILE: F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45: 1 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE F I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev I (FT) i Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -i- ICh Slope I -i- I -I- -I I I -I -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) ZR -I IType Ch 1039.221 I i 27.959 I .640 I I 28.599 .30 I .42 .00 i 28.60 .00 I I .20 1.48 I I 1.500 I .000 .00 I 1 .0 -I- 2.144 -I- .0105 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .64 -I- .11 -I- .15 -I- .010 -I- .00 .00 1- PIPE 1041.365 I I 27.982 .617 i I I 28.599 .30 I .44 .00 I 28.60 .00 I I .20 1.48 I I 1.500 I .000 .00 I 1 .0 - I - 2.056 - I - .0105 - I - - I - - I - - I - - I - .0000 - I - .00 - I - .62 - i - .11 - I - .15 - I - .010 - I - .00 .00 1- PIPE 1043.420 I I 28.003 .595 I I I 28.599 .30 I .46 .00 I 28.60 .00 I I .20 1.47 I I 1.500 I .000 .00 I 1 .0 -I- 1.968 -I- .0105 -I- -I- -I- -I- -I- .0000 -i- .00 -I- .60 -I- .12 -I- .15 -I- .010 -I- .00 .00 1- PIPE 1045.388 I I 28.024 .575 i I I 28.598 .30 I .48 .00 I 28.60 .00 I I .20 1.46 I I 1.500 I .000 .00 I 1 .0 - I - 1.879 - I - .0105 - I - - I - - I - - i - - I - .0001 - I - .00 - I - .57 - I - .13 - I - .15 - I - .010 - I - .00 .00 1- PIPE 1047.267 I I 28.044 .555 I I I 28.598 .30 I .51 .00 i 28.60 .00 I I .20 1.45 I I 1.500 - I - I .000 - I - .00 I 1 .0 -I- 1.810 - I - .0105 - I - - i - - I - - I - - I - .0001 - I - .00 - I - .55 - I - .14 - I - .15 .010 .00 .00 1- PIPE 1049.077 I I 28.062 .536 I I I 28.598 .30 I .53 .00 I 28.60 .00 I I .20 1.44 I I 1.500 1 .000 .00 I 1 .0 -I- 1.730 -I- .0105 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .54 -I- .15 -I- .15 -i- .010 -I- .00 .00 1- PIPE 1050.807 I I 28.080 .517 I I I 28.598 .30 I .56 .00 I 28.60 .00 I I .20 1.43 I I 1.500 I .000 .00 I 1 .0 - I - 1.660 -I- .0105 -I- -i- -I- -I- - I - .0001 - I - .00 - I - .52 - I - .16 - I - .15 - I - .010 - I - .00 .00 1- PIPE 1052.467 I I 28.098 .499 I I I 28.597 .30 I .58 .01 I 28.60 .00 I .20 I 1.41 I I 1.500 I .000 .00 I 1 .0 - I - 1.590 - I - .0105 - I - - I - - I - - I - - I - .0001 - I - .00 - I - .50 - I - .17 - i - .15 - I - .010 - I - .00 .00 1- PIPE 1054.057 I I 28.114 .482 I I I 28.597 .30 I .61 .01 I 28.60 .00 I .20 I 1.40 I I 1.500 I .000 .00 I 1 .0 - i - 1.529 - I - .0105 - I - - I - - I - - I - - I - .0001 - I - .00 - I - .48 - I - .18 - I - .15 - I - .010 - I - .00 .00 1- PIPE Encompass Associates, Inc. H -26 5/15/2007 ® �... PM 17654 - Sierra Lakes Pru.essional Drainage Study FILE: F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45: 1 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE F I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) -I ZR IType Ch 1055.585 I 1 28.130 .466 I I 28.596 I .30 I .64 .01 I 28.60 .00 I I .20 1.39 I I 1.500 I .000 .00 I 1 .0 -I- 1.458 -I- .0105 -I- -I- -I- -i- -I- .0001 -I- .00 -I- .47 -I- .19 -I- .15 -i- .010 -I- .00 .00 1 PIPE 1057.043 I I 28.146 .450 I I 28.596 I .30 I .67 .01 I 28.60 .00 I I .20 1.38 I I 1.500 I .000 .00 I 1 .0 - I - 1.405 - I - .0105 - I - - I - - I - - I - - I - .0001 - I - .00 - I - .45 - I - .21 - I - .15 - I - .010 - I - .00 .00 1- PIPE 1058.448 I I 28.160 .435 I I 28.595 I .30 I .70 .01 I 28.60 .00 I I .20 1.36 I i 1.500 I .000 .00 I 1 .0 - I - 1.343 - I - .0105 - I - - I - - I - - I - - I - .0002 - I - .00 - I - .44 - I - .22 - I - .15 - I - .010 - I - .00 .00 1- PIPE 1059.791 i I 28.174 .421 I I 28.595 i .30 I .74 .01 I 28.60 .00 I I .20 1.35 I I 1.500 I .000 .00 I 1 .0 -I- 1.289 -I- .0105 -I- -I- -I- -I- -i- .0002 -I- .00 -i- .42 -I- .24 -I- .15 -I- .010 -I- .00 .00 1- PIPE 1061.080 I I 28.188 .406 i I 28.594 I .30 I .78 .01 I 28.60 .00 I I .20 1.33 -I- I I 1.500 -I- I .000 -I- .00 I 1 .0 -I- 1.236 -I- .0105 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .41 -I- .25 .15 .010 .00 .00 1- PIPE 1062.316 I I 28.201 .393 I I 28.594 I .30 I .81 .01 I 28.60 .00 I I .20 1.32 I I 1.500 I .000 -I- .00 I 1 .0 1- -I- 1.181 -I- .0105 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .39 -i- .27 -I- .15 -I- .010 .00 .00 PIPE 1063.497 I I 28.213 .380 I I 28.593 I .30 I .85 .01 I 28.60 .00 I I .20 1.30 I I 1.500 I .000 .00 I 1 .0 -I- 1.126 -I- .0105 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .38 -I- .29 -I- .15 -I- .010 -I- .00 .00 1- PIPE 1064.622 I 28.225 I .367 I 28.592 I I .30 I .89 .01 I 28.60 .00 I I .20 1.29 I I 1.500 I .000 .00 I 1 .0 -I- 1.079 -I- .0105 -i- -I- -I- -I- -I- .0003 -I- .00 -I- .37 -I- .31 -I- .15 -I- .010 -I- .00 .00 1- PIPE 1065.702 I 28.236 I .355 I 28.591 I I .30 I .94 .01 I 28.60 .00 I I .20 1.27 I I 1.500 I .000 .00 I 1 .0 - I - 1.022 - i - .0105 - I - - I - - I - - I - - I - .0003 - I - .00 - i - .35 - I - .33 - I - .15 - I - .010 - I - .00 .00 1- PIPE Encompass Associates, Inc. H -27 5/15/2007 Encompass Associates, Inc. H -28 5/15/2007 :. PM 17654 - Sierra Lakes Pi.,.cssional Drainage Study FILE: F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45: 1 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE F I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -I- L /Elem ICh -I- Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- -I- I "N" I X -Fall) -I ZR IType Ch I I 1066.724 I 28.247 I .343 I I 28.590 .30 I .98 .02 I 28.61 .00 I I .20 1.26 I I 1.500 I .000 .00 1 .0 - I - .974 - I - .0105 - I - - I - - I - - I - - I - .0004 - I - .00 - I - .34 - I - .35 .15 - I - - I - .010 - I - .00 .00 1- PIPE I 1067.698 I 28.257 I .332 I I 28.589 .30 I 1.03 .02 I 28.61 .00 I I .20 1.25 I I 1.500 -I- I .000 -I- .00 I 1 .0 -I- .934 -I- .0105 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .33 -I- .38 .15 -I- .010 .00 .00 1- PIPE I 1068.632 I 28.267 I .321 I I 28.588 .30 I 1.08 .02 I 28.61 .00 I I .20 1.23 I I 1.500 I .000 .00 I 1 .0 -I- .873 -I- .0105 - I - -I- -I- -I- -I- .0005 -I- .00 -I- .32 -I- .40 .15 -I- -I- .010 -I- .00 .00 1- PIPE I 1069.505 I 28.276 .310 I I I 28.586 .30 I 1.14 .02 I 28.61 .00 I I .20 1.22 I I 1.500 I .000 -I- .00 I 1 .0 -I- .831 -I- .0105 -I- -i- -I- -I- -I- .0006 -I- .00 -I- .31 -I- .43 .15 -I- -I- .010 .00 .00 1- PIPE I 1070.336 I 28.285 .300 I I i 28.585 .30 I 1.19 .02 I 28.61 .00 I I .20 -I- 1.20 I I 1.500 -I- -I- I .000 -I- .00 I 1 .0 1- -I .777 -I- .0105 -I- -I -I- -I- -I- .0007 -I- .00 -I- .30 .46 .15 .010 .00 I .00 PIPE I I 1071.113 I 28.293 .290 I I I 28.583 .30 I 1.25 .02 I 28.61 .00 I I .20 1.19 I I 1.500 - I - .000 - I - .00 1 .0 - I - .731 - I - .0105 - I - - I - - I - - I - - I - .0008 - I - .00 - I - .29 - I - .49 .15 - I - .010 .00 .00 1- PIPE I I 1071.844 I 28.300 .281 I I I 28.581 .30 I 1.31 .03 I 28.61 .00 i I .20 1.17 I I 1.500 - I - I .000 - I - .00 1 .0 - I - .683 - I - .0105 - I - - I - - I - - I - - I - .0009 - I - .00 - I - .28 - I - .52 .15 - I - .010 .00 I .00 1- PIPE I I 1072.527 I 28.308 .272 I I I 28.579 .30 I 1.37 .03 I 28.61 .00 I I .20 1.16 I I 1.500 - I - .000 - I - .00 1 .0 1- - I - .621 - I - .0105 - I - - I - - I - - I - - I - .0010 - I - .00 - I - .27 - I - .56 .15 - I - .010 .00 .00 PIPE I 1073.148 i 28.314 .263 I I I 28.577 .30 I 1..44 .03 I 28.61 .00 I I .20 1.14 I I 1.500 I .000 -I .00 I 1 .0 - i - .074 -I .0105 -I- -I- -I- - I - - I - .0012 - I - .00 -I- .26 - I - .59 .15 - I - -I- .010 .00 .00 1 PIPE Encompass Associates, Inc. H -28 5/15/2007 Encompass Associates, Inc. H -29 5/15/2007 , PM 17654 - Sierra Lakes Prwessional Drainage Study FILE: F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45: 1 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE F I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width -I- IDia. -FTlor -I- I.D.I -I- ZL -I IPrs /Pip -I- L /Elem ICh -I- Slope I -I- I -I- I -I- I -i- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fa111 ZR IType Ch I I I I i I 1073.222 I 28.315 I .254 I 28.569 I .30 I 1.51 .04 I 28.60 I .00 .20 1.13 1.500 .000 .00 1 .0 HYDRAULIC JUMP I I I 1073.222 I 28.315 I .152 I 28.467 I .30 I 3.20 .16 I 28.63 I .00 - I- I .20 -I- .91 -I- I I 1.500 -I .000 -I .00 1 .0 1- -I- 76.241 -I- .0105 -I- - I - -I- - I - -I- .0105 - I - .80 .15 1.75 .15 .010 I .00 I .00 PIPE I I 1149.464 I 29.112 I .152 I 29.264 i .30 I 3.20 .16 I 29.42 I .00 .20 i .91 - I - I 1.500 - I - .000 - i - .00 1 .0 1- - I - 14.296 - I - .0105 - I - - I - - I- - I - - I - .0101 - I - .14 - I - .15 - I - 1.75 .15 .010 .00 I .00 PIPE I 1163.759 I I 29.261 I .155 29.416 I I .30 I 3.12 .15 I 29.57 I .00 - I - .20 - I - I .91 - I - I I 1.500 - I - .000 - I - .00 1 .0 1 - I - 6.328 - I - .0105 - I - - I - - I - - I - - I - .0091 - I - .06 .15 1.69 .15 .010 I .00 I .00 PIPE I 1170.088 I I 29.327 .160 I 29.487 I I .30 I 2.97 .14 I 29.62 - I - .00 - I - I .20 - I - I .93 - I - I 1.500 - I - .000 - I - .00 1 .0 1- - I - 2.843 - I - .0105 - I - - I - - I - - I - - I - .0079 .02 .16 1.59 .15 .010 .00 I .00 PIPE I 1172.930 I I 29.357 .165 I 29.522 I I .30 I 2.83 .12 I 29.65 .00 I .20 - I - I .94 -I- I I 1.500 -I .000 -I- .00 1 .0 1- -i- 1.651 -I- .0105 -I- -I -I- -I- -I- .0069 -I- .01 -I- .17 1.49 .15 .010 .00 I .00 PIPE I 1174.582 I I 29.374 .171 I 29.545 I .30 I I 2.70 .11 I 29.66 .00 I .20 -I- I .95 -i- I I 1.500 -I- .000 -I- .00 1 .0 1- -I- 1.065 -I- .0105 -I- -I- -I- -I- -I- .0060 -I- .01 -I- .17 1.39 .15 .010 I I .00 I .00 PIPE I 1175.647 I I 29.385 .176 I 29.562 I .30 I I 2.58 .10 I 29.66 .00 i .20 - I - I .97 - I - 1.500 - I - .000 - I - .00 1 .0 1 - I - .668 - I - .0105 - I - - I - - I - - I - - I - .0053 - I - .00 - I - .18 1.31 .15 .010 .00 I .00 PIPE I 1176.315 I I 29.392 .182 I 29.574 I .30 I I 2.46 .09 I 29.67 .00 I .20 -I- i .98 I I 1.500 -I- - I - .000 -I- .00 1 .0 1- - I - .429 - I - .0105 -I- - I - - I - -I- -I- .0046 -I- .00 -I- .18 1.23 .15 .010 .00 .00 PIPE Encompass Associates, Inc. H -29 5/15/2007 PM 17654 -Siena Lakes Pruiessional Drainage Study FILE: F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1818 WATER SURFACE PROFILE LISTING Date: 5 -15 -2007 Time: 2:45: 1 PM 17654 - SIERRA LAKES PROFESSIONAL 100 -YR HYDRAULICS LINE F Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch ****:***. Ir****.* r* I*.*+*+* r1*+** xr*.* I**: r*++ r* rl****+ r* I�* �*++• I*+ r****** Ia+ t�* ��I+**** r** I *r * * * * *�I * * * + * *tl * * * * *� *I,r * * ** I * * * *� ** I I I I I I I I I I I I I 1176.744 29.397 .188 29.585 .30 2.34 .09 29.67 .00 .20 .99 1.500 .000 .00 1 .0 -I- - I- -I- -i- -I- -I- -I- -I- -I- -I- - I- -I- -I- 1- .223 .0105 .0040 .00 .19 1.15 .15 .010 .00 .00 PIPE I I I I I i I I I I I I I 1176.968 29.399 .194 29.594 .30 2.23 .08 29.67 .00 .20 1.01 1.500 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - 1 - - I - - I - - I - - I - 1 .083 .0105 .0035 .00 .19 1.08 .15 .010 .00 .00 PIPE I I I I I I I I I I I I I 1177.050 29.400 .202 29.602 .30 2.11 .07 29.67 .00 .20 1.02 1.500 .000 .00 1 .0 WALL ENTRANCE i I I I I I I I I I I I I 1177.050 29.400 .300 29.700 .30 .29 .00 29.70 .00 .06 3.50 3.000 3.500 .00 0 .0 -1- -I- -I- -I- -I - I- -I- -I- -I- - I - -I- -I- -I- I- Encompass Associates, Inc. H -30 5/15/2007 Encompass Associates, Inc. Job PM 17654 SL Prof. Civil Engineers Sheet No. of 5699 Cousins Place Calculated by: ATS Date 2/5 /2007 Rancho Cucamonga, CA 91737 Checked by: Date (909) 684 -0093 Fax 483 -3263 Scale nts CATCH BASIN LATERAL PIPE SIZING CALCULATIONS LA FITNESS / SIERRA LAKES PROFESSIONAL Freeboard Check i Lateral Hydraulics Manning's N 0.01 P:\102-139\PM17654-SLProf\Tract-Hydraulicsl765 2/8/2007 L 1of1 _ WS Control EL - . man Im 100-M Elm ".1 STIM ® ® ® ® ® ® ®® 053FL-2 19T* M. IWITIM „ -.... . _ P:\102-139\PM17654-SLProf\Tract-Hydraulicsl765 2/8/2007 L 1of1 IL cr CL ;44 Y LL , vi IMP U) LL uj r I P M "Jj J TT I T ryx AV �,y�tNjr.�j'a?4 " IS f UK ' , �' x :,'jiC'• - `��:. �� r • ..® Iti I J r" -L au C ?: a'_��' '"' ¢�:,i� ')• - >;�' �s� , ��•' �_��'... I =a.' _ _ '',II� I� '` f ; VIM VOL �'• 4:; . 3. ^ :.«'•, r� ��'• - — ,J �•;.J::;.I: , `�� `, lliJ'f .��r � --sl' I f �� r: cu Al ML > x" ....... % 14 7 u r.., .rte { -1 ... ..l.. ' ?'. J .- �t'' t �l � �� 1 rL� 1 ", �I' .J....... 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' .�,�Y _ - .. - `l/ I/ - -I T T- Li - r- - + I ~ �' I �;P I % e I � I j S _- T3S � > 19 2 2 22 •' I ' u NVf \,G YION -100 YEAR I HOUR - T .J7 N T I I I SAN BERNARDINO COUNTY ~ 1 VA `•>t I t i` \ 9 6 x - ••mi - - - r u lQ J l - - A u> 730 � - / �NM{plED BY • . " 4: °� i I t I •` '•i A, -- `• ` � ,_ - J � 1 I W , 1 I I I L I �� I 1 3i I 3a 3 (�` I �. � ' � ............ I I ' fit - - " I WT SAN TDN1D 1 1'� I �' p • - I I ,�� u 1• •A ac 11� I I I • ` - - - a- N �- ` - ° I- (� - t I - I� r - L. ARnoWN ' • te a -� •.. • �" • ^ 1 e1LDWIN L. `�\ � rY) I a•IS' +, � � ' f1 ,1ul .e •.,I — — -• — _• -- - � — — ` ERw� L I ' ~ I �� ,/ I • „•> I I / )` .e GR�6 — -- -- — l Fa — - — � ' 134 °15 T� N ` •� � '[`� L � + _ 1.7 I WLLAI! . Arc . 10 - X. \ - "4• 1� ,� . \ INO { I I 1 RLOAF / 7= \ _� -T 4 - _ ` � I- �a T 1 N — — — — — — `f—' -- ` _ - •.\ � /_- ` rt ( 1� \ •I a � �� F '- ;'_ . „ •' ,, 1• r Wi =4�" �Llr a st____ «— I _ ' � \� - -ti>- FL►tt. .. A nTDM - —r I qq `�'I' I 1.7 I -_ I DAN I > \ I ' „ ' �" .Y kr , ` :d..tiS.r•••t i7 EtNT,„ t {, _ -�-„' J - - - 1 _ - /`- -��- ih / - - I `f' !1 _ r \ , - .1__ - .� �E'> _�$%' / �� - -} t: - .', •j AL TA 1 I gyp: 7 t l v't.�. -h.^� - 1 - ---I I I}' -. I z� dl d I I J I SAN RNARDI�/0 PU .• i N I o cLAnaoKT "} I RIALTO \ PNA wnsN` - ' ��c • ONTAN - r- * N' i - _ if ol lO!►. .,� I - x . „ I D - • � I ~ I. J�. x• . '` t • I I LOYA, ANNA - • - w \I REDLAND i • _ ..� • „• ?- ,�' T' I - "'f V- ' _ '\ �-,(- r-y . �••� -_ . - - - .a- - -• - ~ t .'�` ,..�, ' 1 _ ^ '•. xAFrON _ aa� OAR IN 1.{ .. • t. • • '✓< I - 1 ,, , I c I I , _' to YUCAIPA = BRAN! TlRR E r CH 1 o �� ,x#•r �.��. I --T - t,t _ __ - 1 - :,r. -� r -}- - �- - 6` -+' _ - - - -i' - - •'+ - �' ' �- I - - i _- \ MN {ERNA 0 OUN _ • I ,x - I! R I I I R2 I I I IVR {IO E , COUNT - 3 <•' - f3• •DC' T2s ,� -.• li�l.l -, - —:— - I — - �. I ERSIDE -rte c , °- ..AVER. 1 1 `�j�. ' • Av •� f - I- __ __ . 4 _ +- "` !` - 1 __ ,•,x p �• wlw _ - - - I _-. - .^ - - - ...-_ t s - + - +¢ a «u•, . i __ _; - _ o / %' RI �•��4M• ;�.......y.• air R4W R3 R2W \ SAN KIRNAMPINO COUNTY - - I wl ' �- a PRADO � �� I -._ ,_ - . - � - - - - � -!- '. -R5 V ALLEY AREA ,.IF CONTROL`' REDUCED DRAWING w •� u >A w �y !� •1 T3S -. - _ ,' SIN -- -' - - I - rt -`' = SCALE 1 4 MILES NVf \,G YION -100 YEAR I HOUR - 1.6 _ °AN` • -'' SAN BERNARDINO COUNTY sASM ON UAtDC, VAA LQW t, OF% J l - - A u> 730 �NM{plED BY • . " 4: °� i - I •` '•i A, -- ' ` i I 8 I I W w - ,'• HYDROLOGY MANUAL �� ( 1,8 ISOLINES PRECIPITATION (INCHES) DATE WALK � ............ ........... �•••�� ISl2 �•tlt EIIIOi 4 N IZ B -12 FIGURE 9-4 .. .... . . ..... .. ....... A + . .. ..... . .. ... A- 1. . .......... . ..... ....... + .--sUF G PIP F + + a Ab i 7 7 J ��ALIII i t I I i t I T 7 1 t L Et T — T . ... ... . . ...... . L I— _ - - ---- i . I t I i 4 1 7 If �- i &: 41 4- TM F 04= 54b j 1 1029 1p; t I V OX— 4 5bq t;I .49 VW, f Ah")o:� to PS 1; =b.6o 1 - 7T - �G L�o 7 7 f—�- - --,-! - -- 4 t -- A ; L L L 'A -A T 4 �4 4— 0: . ... .... . ... . - ----- .. . . . . .... .......... .. l. __.......- _.. - - -------- .... ... .. --- ------- . ..... . . ... ..... - . .... .... . . . ............. + C L3 I - j i� 322.t 14. t 0T -GN `34&5�- I=F -5 14st—aze 4�- 25t.00 tT 0� - 4 ou 14 1 t I PROFT 1EI M —4 HPRIIZ- 117. 4 i A N/ERT 1 Pa -4 1 —4153 1+00 2+00 3+00 4+00 5 + 0 () PLAN V= AD 6+00 7+00 8+00 9+00 10 +00 11 +00 10 LF - 24" FICP/SD 0 SCALE IN FEET 40 SO 120 160 4-5 .1 2' 1 2' . 33' 12 0 S-0.010 151 60 INV. S 1. \Zj E INLET STRUCTURE 2EE" PINK WINI ELEV� A- 1 528 - .00 - - - 44 =151g.60- N 15.71 cki C s ,� 417PAIVS MEVi P. _6 Z4 CONSTRUCTION NOTES: Dc 96 RC /S CALTRANS - SHEET 89 353 x Cl CONST. 96 (2438rnm) R.C.P. STORM DRAIN (0 LOAD PER PROFILE) CONST. 24 6W—) R.C.P. STORM DRAIN (0 LOAD PER PROFILE) CONST. 18 450—) R.C.P. STORM DRAIN (D LOAD PER PROFILE) z " �,+ p 89 PR CONST MANHOLE PER AP WA STD. 320-1 ..e m 0 _Opo sco 10, �or Pugie - CONST. JUNCTION STRUCTURE PER A.P.WJL STD. 332-1 L In CONST. INLET TYPE V PER O.C.F-M-k SM. 1.305 :D + T z g ; S�O —?, U% 10 LF 19" RCP/So 0 5 -0.010 1520.50 1. �;Fi"Y't�A=1527.15 CTURE DE TAI L 0 I - T 02 0 -:�7 N - - SR1rK & 0 PIPE MORTAR a Em > < 210 FREEWAY 6 + N 62*21' E 17.20' IM/.- 152,.,7 WE OUND 1534 PROP. FS FREEWAY R/W 0- 9 10 LF 9 IS' RCP/SO" N E 17,47' ry 1530 EAST. SURFACE ci C/') 1526 1522 FL OF SWALE PROP. 96' RCP LINE "All 10 U 1518 C- Cry I (PU (PU BLIC) go 1514 SECTION A—A '19 SCALE: 1' =40' H'ORIL 1._8. VERT. BENCH MAW N.. 615 SAM or- BEAF94M RAIL INTERSECTION THE WARM OF NS73T06`E kONG OF OTRUS AVE. AND LOS CORDS THE Na- ROAD SPIKE ;T LINE OF SEC 30. TAK.R.SW.. AE., POWER POLE NO. 9011E SE.M. PER Rl- 54/3, WAS USO AS 11 ME EAST SIDE OF OTRUS ANE. THE BASIS Or BEARM FOR THIS PLAN. / ON pt EL EIVATIC0 1467+59 CURVE UNE DATA TABLE ITEM No. CELIA/SEAMNG RADUS LENG MA W.5'19' E --- 3102' Xi2 200' 116.95' TANGENT 60.2* � y � � REV. REM 04 D i DAIS ENOR. CTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared under Ili@ Sup"sim Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PREPARED IN THE OFFICIEOF MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS DRAWN ffn NNER, N. DJ SIERRA LAKES COMMERCIAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MA 62103 10601 CHURCH STREET,STE w RANCHO CUCAMONGA, CA 917M STORM DRAIN PLAN 200' 64.14' 42.r DIAL rvo WORKING 3EF E DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TOTHE PLANS TO PHONE (909) 948-1311 DESGNE0 By; aAM SL GS STA. 01 TO STA. 11+00.00 APR. 2002 ai N - 5o 0 OT09*22' 1 IN --- — go.al, --- 7496.52 - 239 15' --- 119.83' YOU D IG YOU D G BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date: CWCKED S� APPROWD ST. ORAVANGN0-- 2/1 --- 204 21' N 72 25 W — --- 7-2 600 A PUS- IC SERV By UNDERGR"D SERV ALERT STANDARDS IN EFFECT. RC E 62183 ' f - �j ` 12-139\PM1 79 40+-40 PIR AL 11 — 2194.76 ' 4470 22i.T17 4 T - - - f .. . ... .... . . ... + + _ t Z01 �Fl Nr qEP=SURFA 4 + - Fr - T L 7777�\ L= _ 44 ... .. ... ..... . T F f L r t t A ILI J-i _ w 7 'bo _ - ...� .. fp , ! .. - ,y Nf ' i , ; �-__ J! !._ t J:A: .. 4� . . .. . . ..... ..... ...... .... . ...... � { i ~�� j -- I i 7 ; ...... ........... r. � r i - .- , t w Rr:m >i � , i�i - 7 - 7 - 1 1 f I t 7 i : - - A i t 1 1 1 1.*9 ci —7 1 1 C3 o I 7 ttt 77 w - CPN�iT. L ;T.. .. ...... .. w 4-C -0 0039 J .......... CONST; 446.45 t LF A O il 4 ri ... ..... IL ...... ----- – 4 . ....... . .. . .. ------- ..... ...... . .. . ........ ...... ---- -- - _w 7 17 T HPRF 1 4(1! 4-- 7 VEFT jt-=I 41 11+00 12+00 13+00 14+00 15+00 16 00 PLAN L 40 17+00 18+00 19+00 20+00 21+00 L e o SCALE IN FEET BID 120 160 1 11 1 410 me I it CONSTRUCTION NOTES: 0 WIDE A=30' PROPOSED PUBLIC B=60" 40' WIDE SO EASEMENT (D-- CONST. 96 (2438mrn) RC.P. STORM DRAIN (D LOAD PER PROFILE) CONST. 50 (1500rnm) R.C.P. STORM DRAIN (D LOAD PER PROFILE) CONST. 30 (750-) R.C.P. STORM f DRAIN (0 UW PER PROFILE) "v 07 r4 v E S - -- -- --- ME/V T ---------- ------- C-7.78' D=96' -- SEE LINE "C" ------ 1 .4 CL MH SHEET 8 4 -------------- CONST. MANHOLE PER A.P.W.A SID. 320-1 SEE DETAIL ON HT. 6 CONST. MANHOLE PER A.P.W.A. STID 322-1 .AL CONsr. INLET TYPE V PER O.C.E.M STD. 1305 06 IW.-1524.30 -- --- -- - FL ----------- --- --------- _—EXIST- CALTRANS EASEMENT E 10 LF 30 RCP/SD I"V_ 84'17'58- W -------- --- 8 sc ------------------------------------ P POS P UBLIC TMn F _SQ. ---------------- M --------- 5' ....... .. ...... ------------- 162.92 --------------- EASEMENT 4 1 7 16.72• CU4 4 41! 1 ;;l --------- ---- - ------ 77 EL ----- ---- z u L E- E. E t of R_/W CcJ - - ------- 616, S 5 A (WES - LINE * 2 =15+56.45 NE C PROPOSED PUBLIC STORM -15+55.92 LINE A (4+74.24M) :2 N 74'09'25' W '+ c IN FRWY. R/W 00 — -- — -- + QQ 0 os r4 d' - OFF RA M P - 11.20 + . . ...... . ...... ....... .... . ------------- I'l I "A" Po L (a IMS 210 FREEWAY A%s Po LINE "All BBCHM&W, NP. 6 amm OF aEAFANC19 RAIMAD SPIKE AT INTOMCTION THE BWNC OF NW30"05 ALONC OF CITRUS AVE. AND LOS CEDROS THE AIL LINE OF SEC. A I 1N-R - 511 511 *JL N POWER POLE NO. 901LE SAW PER R5. 58/�. VAS USED AS THE HE EAST SIDE OF CITRUS AVE SOS OF WANOCS FOR THIS off fe Alf A ELEVATM 1.67m59 PLY! JJLA('6 CURVE LINE DATA TABL DELTA/aEARING RADIUS UN T TANcDr ITEM NO. A 7A 11'36'33' 219' 76' 4- r 2 1 ROT DATE ENCP CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN MANNER, Prepared Under The SupervisIm Of CITY OF FONTANA, CALIFORNIA PREPARED IN THE OrIFICEOF 1, MACOLE AND ASSOCIATES. INC. STORM DRAIN IMPROVEMENT PLANS 10601 CHURCH STREET, STE. 1W MAW or. SCAT: Di SIERRA LAKES COMMERCIAL 4 RANCHO CUCAMONGA, CA 91 73D STORM DRAIN PLAN _aAT_ 1aDW33 45.00' 7AV 399, DIAL TVO THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (9Dg) 9481311 DOM By. 5405 STA. 11+0000 TO STA 21 +00.00 APR. 2002 3 05r.7*(15" Do' — 1 8954'57' E 40 3W 2021 2! --- BEF ORE DAY BEFORE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND DCOD BY. APFRONED or. Date DIE DRAWING NO- 3 36'x779' 45.00 21LSO* 11.97' LL FIRCE L-800-227 -1601 A PUBIL C SERV ICE By LINDERCROUNII '.." AUERT STANDARDS IN EFFECT , RCE 621TI3 ?\ 974-SMvW&mf03.dwgg.VW2007 33 P Fa PM1 7 x FS = 37 7 f = _- +/ 5.3 ' ' 5.32 5.3 .2 I ', 10 INV FS = t I INV = 28.2 I - FS = -- ; FS = FS / 1 INV = 21.4 INV += 28.E I I � I► - 35 If -_100- ,/ INV = - Q100= 10.4 - /' - \ I I 1 i 0100- 17.1 010,= 3. -I I I Q100= 7 B. 271 34 -39 MB 297 .- I .a L _ p I FR NU 15908, TR NO 16267x2, I 1 I I - 9 3 -� / ' - - -- M / - 1 -� - -,' - / 9B - - 1 - � I - J/ �8. Z97 � / IN _ _ / - -- -- - -- - j I / 100 =�6.4 RA LACC` I LAKES s SIERRA I PARKWAY ES_ PA RK _ °. I " M. -'. ». �.° _ _ _ - PROP BNORY. IM � E=a . a�q I $is PROP- PM ' i r$- " ORY FS = 36 INV = -- _: _ 10 / \ i' 1 i - I :I �` RENIAL OFFICE j I RESTAURAN i Y� t RES>AURAN 3O t 5.1 s Il ; PAD A •u- y PAD B i �"? �'' - :i PAD C iI FS = 34.3 r ' ' �' ' q I I - - - _ _ t } I; . �` ... 1 FF =35.75 FF =36.75 j � . +i' .', f I f I .�' .�L -.? .✓°' nom_ I FF 36.85 / FS PAD =36.3 INV = `� f I PAD =35.2 I• I PAD =36.2 � I � / INV = 29.5 Q1 �R 4 . :� �. f - /_� _ I� - _ �. -I -,so -- _ -' // Q100- 3 a� `' „` (s"f ity* „ l'' �r ?I ! ;• (�zf`'C\y ( I I i �� %4 � I I € € ev - 'l S I _J // �� oQa s 0.6 AC _; , { ; ` `'r.' f - ' <. ]] 9 1.0 A ? /, �' - - "r-' ]� d r �r jk' ; r » a + HEALTH �- �» _ r F-9 L • •. / _35.00 f S €# [ r •' _ ' •y am . __ -- - " - 4 `s -r ,'� -. -. -_ - r b h V - 3a.s I LI 3 '�; , , �� 3� r: 6 r,.. P� yob b ,. - I LI:N P ti n N E F " II L I` -='.r ' 1 Y lh a P 5 �� . ; 0.2 AC i _ > �! w_ „/ 0.3 AC - - - _ -- - - - - - tf -- - - - - �7 - - r _ G . v :,.; - -- - -- - -- -- - - - , . - FS = 32 + 11 G /� j'�, L I' OFFICE BUILDING /g " l p i , 5 A � PAD =35,3 � LO i � INV = 28.0 ,+ _ ' `/� - ___••_ --.... i - P Y 1.:.' a +' i i t ( � .7 0.9 A FF =35.85 - - 2.4 :-0 _ G --�- � • 8�.:ww ' f 0 - - J �= L ";. i ,:ar _ L =255 = I '=• Gt• . r I ,,. F i, ril . 4` _ i .. . ; .. ' 4 ._ , ..I / I sf G. ^fi7 t 31 FREEWAY L I �AORY,PM - N =a - - - - - - - -- J 22 INV = 3-- FS = -- FS 21 31 J 6 J 5 21 0 FREEWAY PR PM " 0100= 2.4 INV = 22 INV = 3 FS = -- FS = -- BNORY. I 0100= 5.1 INV = 23 INV = 25.8 I Q100= 3.3 0100= 25.4 Q100= 25.4 FREE" Y ROUTE- ITS 4 -- L FS 3 -- z 7 Q100= 2 8.5 Q 00 = 2 6. HYDROLOGY MAP GRAPHIC SCALE LEGEND PM 17654 0 5 loo , F SODE REF SIERRA LAKES PROFESSIONAL I CONCENTRATION POINT r INV = EL IN FEET NODE DESCRIPTION 0100= FLOW i ENCOMPASS ASSOCIATES, INC. 1 INCH = 100 FT. NOTE SUBAREA ACREAGE 13.2 AC CONSULTING CIVIL ENGINEERS ALL SOILS GROUP "A" LENGTH BETWEEN NODES �� 5699 COUSINS PLACE JOB NUMBER DRAINAGE BOUNDARY • • ■ • ■ • ■ •'■ • RANCHO CUCAMONGA, CA 91737 102 -139 (909) 684 -0093 SHEET ' 1 i ro y ro ogy map Wg, , a+