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TABLE OF CONTENTS OBJECTIVE SITE DESCRIPTION PROJECT DESCRIPTION METHOD OF ANALYSIS .vICINITY MAP 1 2 3 5 6 HYDROLOGIC CALCULATIONS-RATIONAL METHOD PARAMETERS INSTRUCTIONS SOILS GROUPS MURRIETA TEMECULA BLOW UP INITIAL TC POINT RAINFALL 2 YR/1 HR RUNOFF COEFF. - C POINT RAINFALL 100 YR/1 HR INTENSITY SLOPE OFFSITE HYDROLOGY MAP RCFC PLATE NO. D - 1.1 D - 1.2 C - 1. 52 C - 1.60 D - 3 D - 4.3 D - 5.2 D - 4.4 D - 4.6 7 8 9 10 11 12 13 14 15 16 17 HYDROLOGIC CALCULATIONS 100 YR. STUDY PER THIS TR. 23992 18 10 YR. STUDY PER P.P. 10579 30 HYDRAULIC CALCULATIONS DOWNSTREAM BACK-UP - P.P. 10579 LINE "1" PER P.P. 10579 LINE "2" PER P.P. 10579 LINE "2A" PER P.P. 10579 LINE "lA" PER P.P. 10579 LINE "lB" PER P.P. 10579 39 63 69 75 79 1-- . . . TABLE OF CONTENTS - CONT'D CATCH BASIN CAPACITIES & CONN. PIPES - P.P. 10579 HYDRAULIC CALCS 83 ONSITE FACILITIES LINE "1" - TIERRA VISTA CULVERT LINE "lA" -10' C.B. & CONN. LINE "2" - FIRE ACCESS ROAD CULVERT LINE "2A" - 4' C.B. & 18" LInE "2D" -4' G.B. So 18" LINE "3" - N'LY GRATE LINE "4" - NW'LY GRATE LINE "5" - "303" CURB OUTLET @ TR. 3935 LINE "SA" - GRATE & 18" LINE "6" - W'LY GRATE & "303" CURB OUTLET TO "A" STREET LINE "7" - W'LY 4' C.B. LINE "8" - S'LY 4' C.B. LINE "9" - "303" CURB OUTLET TO TIERRA VISTA E. LINE "10" - "303" CURB OUTLET TO TIERRA VISTA W. 87 88 89 90 90 91 92 93 94 95 96 97 98 99 PARAMETERS SAG CATCH BASIN CAPACITY - TABLE L, B.P.R. 100 CONN. PIPE CAPACITY - TABLE N, O.C. 101 GRATE CAPACITY - CB 104, R.C.F.C. 102 A.C. OVERS I DE DRAIN - STD. 306, RIV. CO. 103 STREET CAPACITY CHARTS 100/76 - PLATE D-7.2, R.C.F.C. 104 88/64 - PLATE D-7.3, R.C.F.C. 105 66/44 - PLATE D-7.4, R.C.F.C. 106 RCP/INLET CONTROL - NOMO 1I-67,B.P.R. 107 CURB OUTLET - STD. 303, RIV. CO. 108 BACK-UP HYDRAULIC CALCS. TERRACE DRAIN CAPACITY BROW DITCH CAPACITY EXIST. CULVERTS UNDER I-IS - CAPACITY CHECK 110 111 113 HYDROLOGY MAP (DWG. NO. 3-B-4) POCKET '3 e) ei e OBJECTIVE THIS STUDY EVALUATES THE PEAK 100 YEAR STORM RUNOFF FLOWS THAT AFFECT THE SUBJECT PROPERTY. A 100 YEAR STORM HAS A PROBABILITY OF OCCURRING ONCE IN 100 YEARS. THESE PRELIMINARY DESIGN FLOWS DERIVED HEREIN SHALL BE USED TO PREPARE A COMPREHENSIVE HYDRAULICS STUDY FOR SIZING STORM DRAIN FACILITIES AND CALCULATING COST ESTIMATES FOR THIS DEVELOPMENT PROJECT. PLANS FOR THE CONSTRUCTION OF THESE STORM DRAIN FACILITIES HAVE BEEN PREPARED BY NBS/LOWRY, AND WILL ULTIMATELY REQUIRE APPROVAL FROM RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT (RCFC). THIS REPORT SUBSTANTIATES THE PROPOSED DESIGN OF THE STORM DRAIN FACILITIES. PI A.. eJ e e p~ SITE DESCRIPTION BEDFORD PROPERTIES' TRACT 23992 PROPOSES 382 CONDOMINIUM UNITS ALONG WITH NEARLY 22 ACRES OF OPEN SPACE. THE SITE CONSISTS OF APPROXIMATELY 36 ACRES IN RANCHO CALIFORNIA, COUNTY OF RIVERSIDE, ON THE EASTERLY QUADRANT OF THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND INTERSTATE FREEWAY I -15. THE BOUNDARY OF THE SITE IS BEST DESCRIBED BY ASSESSOR'S PARCEL NOS. 923-020-038 AND 923-590-005. PLEASE REFER TO TRACT MAP 2-3992. IT IS BOUNDED TO THE NORTHWEST BY RANCHO CALIFORNIA ROAD, YNEZ ROAD, AND THE PROPOSED "A" STREET PER P.P. 10579; TO THE SOUTHWEST BY INTERSTATE 15, TO THE SOUTHEAST BY PROPOSED TRACTS 22761 AND 22762, AND TO THE NORTHEAST BY VACANT HILLS PER MAP BOOK 54/25-30 AND A COMMERCIAL LOT PER MAP BOOK 22/59. THIS SITE IS LOCATED IN THE NORTHWEST PORTION, AND A PART OF RIVERSIDE COUNTY'S SPECIFIC PLAN NO. 180. THERE EXISTS TWO ORNAMENTAL LAKES IMMEDIATELY DOWNSTREAM OF THE PROPOSED FACILITIES. ONE IS LOCATED AT THE RANCHO CALIFORNIA INFORMATION CENTER, WHICH LIES IN A REMAINING PARCEL OF TR. 23992. THE OTHER IS WITHIN THE BOUNDARY OF P.P. 10579, QUALITY SUITES HOTEL. SEE PROJECT DESCRIPTION. NOTE THAT FOR THIS AND PREVIOUS STUDIES, ALL LAKES ARE CONSIDERED NONEXISTENT FOR SIZING STORM DRAINS. THE MAIN PORTION OF THE SITE, MOSTLY EXISTING ROLLING HILLS, GENERALLY DRAINS EASTERLY IN DIRECTION. A SMALL SOUTHERLY PORTION, APPROXIMATELY 10 ACRES, FLOWS SOUTHERLY IN DIRECTION TOWARD AN EXISTING PAIR OF 24" RCP CULVERTS UNDER INTERSTATE 15. ~ . . . P3 PROJECT DESCRIPTION STORM RUNOFF GENERATED ONSITE IS PROPOSED TO SURFACE DRAIN IN THE PARKING LOTS TO STRATEGICALLY LOCATED CATCH BASINS OR GRATES AT LOW POINTS ONSITE. FLOWS ORIGINATING OFFSITE ARE ANTICIPATED TO BE INTERCEPTED AND CONVEYED BY SURFACE STREETS. WHEN STREET CAPACITIES ARE REACHED, CATCH BASINS AND UNDERGROUND PIPES ARE TO BE UTILIZED TO TRANSPORT THE RUNOFF. THE PROPERTY'S NORTHEASTERLY BOUNDARY I S SUBJECT TO LOCAL OFFSITE STORM RUNOFF. IN THE PRESENT CONDITION, THESE FLOWS COLLECT IN AN ORNAMENTAL LAKE LOCATED OFFSITE WITHIN THE RANCHO CALIFORNIA INFORMATION CENTER PROPERTY. WHEN THIS LAKE OVERLOWS, THE STORM WATERS ARE ALLOWED TO ESCAPE THROUGH AN EXISTING 18" CORRUGATED METAL PIPE AND TWO EXISTING CATCH BASINS AT THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND YNEZ ROAD. AFTER THE CAPACITY OF THESE STRUCTURES ARE MET, OVERLAND FLOWS APPROACH TWO EXISTING CATCH BASINS AT A LOW POINT IN RANCHO CALIFORNIA ROAD TO THE WEST. THIS IS WHERE THE ULTIMATE EMERGENCY OVERLAND DRAINAGE ESCAPE IS LOCATED, WHERE ANY FLOWS IN EXCESS OF THE CAPACITY, CURRENTLY OVERTOP THE RIGHT-OF-WAY AND FLOW TO EXISTING LAKES IN THE EVENT THAT CATCH BASINS ARE CLOGGED. THIS PROBLEM IS TO BE ULTIMATELY MITIGATED BY CONSTRUCTING PROPOSED STORM DRAIN IMPROVEMENTS FOR QUALITY SUITES HOTEL, PLOT PLAN 10579, PARCEL 1, P.M. 22708. THIS REPORT FOR TR. 23992 IS A RE-EXAMINATION OF THIS PROJECT, WHICH INCLUDES THE FACILITIES FROM EMPIRE CREEK DOWNSTREAM TO THE UPSTREAM WATERSHED BOUNDARY. THIS HYDROLOGICAL/HYDRAULIC ENGINEERING HAS RECENTLY BEEN APPROVED BY RCFD. THE FOLLOWING ARE PROPOSED PER THE IMMEDIATE DOWNSTREAM PROJECT, P.P. 10579: CONSTRUCT A MAIN LINE STORM DRAIN PIPE STUB AND BULKHEAD IN YNEZ ROAD THAT CAN BE CONNECTED TO IN THE FUTURE BY APPROPRIATE DEVELOPERS. OTHER OFFSITE FLOWS APPROACH THE SITE VIA THE SOUTHWESTERLY GUTTER IN YNEZ ROAD, WHICH IS TO TURN THE CORNER AT THE PROPOSED "A" STREET. IT IS THEN INTERCEPTED BY A PAIR OF CATCH BASINS AT A SAG CONDITION IN "A" STREET, ALONG WITH ADDITIONAL STREET RUNOFF FROM THE SUBJECT SITE, TR. 23992. <0 . . . PLt THERE IS AN EXISTING 4' X 8' REINFORCED CONCRETE BOX UNDER RANCHO CALIFORNIA ROAD THAT CONVEYS ALL OF THE FLOWS MENTIONED ABOVE. THIS BOX IS OVERSIZED AND HAS AMPLE CAPACITY FOR THE SUBJECT FLOWS. IT CURRENTLY OUTLETS INTO STILL ANOTHER EXISTING LAKE IN RANCHO CALIFORNIA PLAZA, DIRECTLY NORTH OF THE SITE. THERE ARE ALSO CURRENTLY STORM DRAIN IMPROVEMENT PLANS IN PROCESS WITH RCFC FOR THE PLAZA AREA PREPARED BY THE ENGINEER. THIS REPORT RE-EXAMINES THE DESIGN OF THIS AREA WHICH TIES TO THE SUBJECT SITE IMMEDIATELY DOWNSTREAM. FLOWS THAT ARE GENERATED ONSITE ARE DISCHARGED INTO EXISTING DRAINAGE PATTERNS. THESE FLOWS AE CONVEYED BY WAY OF PARKING LOTS, SWALES, CONCRETE BROW DITCHES, GRATES, INLETS, AND PIPES ON AND AROUND THE PERIMETER OF THE SITE INCLUDING, AS A PRECAUTION, OVERLAND EMERGENCY DRAINAGE ESCAPES. REFER TO PROPOSED GRADING PLAN FOR TR. 23992. FLOWS TOWARD INTERSTATE 15, APPROXIMATELY 10 ACRES (14.8 CFS AND 11.5 CFS), CAN BE CONVEYED BY THE EXISTING PAIR OF 24" RCP CULVERTS UNDER 1-15. THIS REPORT DEMONSTRATES THEIR ADEQUACY. THE ATTACHED HYDROLOGY MAP AND GRADING PLAN DESCRIBE THE CONSTRUCTION OF THE PROPOSED STORM DRAIN FACILITIES, AND THIS REPORT SUBSTANTIATES THE DESIGN. THE ENGINEER RECOMMENDS RIVERSIDE COUNTY FLOOD .CONTROL' S APPROVAL OF THE PROPOSED IMPROVEMENTS. 1 . . . P5 METHOD OF ANALYSIS PEAK FLOWS ARE CALCULATED USING THE RATIONAL METHOD PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S HYDROLOGY MAMUAL DATED APRIL, 1978. A 100 YEAR FREQUENCY STORM HAS BEEN EVALUATED FOR THIS AREA TO DETERMINE DESIGN FLOW VALUES AND SIZES OF PROPOSED PRELIMINARY STORM DRAIN FACILITIES TO CONVEY THESE FLOWS. NOTE THAT ALL LAKES ARE CONSIDERED NONEXISTENT, ALLOWING NO RETENTION CAPABILITIES, FOR THE DESIGN AND SIZING OF THESE PROPOSED STORM DRAIN FACILITIES. SINCE THIS ANALYSIS CONSISTS OF SAG TYPE INLETS, THE 10 YEAR STORM IS VIRTUALLY PROPORTIONAL TO THE 100 YEAR STORM. THUS THE ENGINEER RECOMMENDS THE APPROVAL OF THE 10 YEAR STUDY PER P.P. 10579 AS BEING APPLICABLE TO THIS PROJECT, TR. 23992. THE HYDRAULIC ANALYSIS FOR P.P. 10579 ALSO APPLIES TO THIS PROJECT, BECAUSE WITH THIS RE-EVALUATION OF P.P. 10579, 100 YEAR DESIGN FLOWS VARY MINIMALLY, UP TO 12%. THE OUTLET Q AT THE EXISTING 4' X 8" RCB UNDER RANCHO CALIFORNIA ROAD INCREASES LESS THAN 1%. THIS SITE IS WITHIN THE BOUNDARIES OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S MASTER DRAINAGE PLAN FOR THE MURRIETA CREEK AREA, ZONE 7, DATED MARCH, 1986. SUPPORTING HYDROLOGIC AND HYDRAULIC CALCULATIONS ARE PROVIDED TO SUBSTANTIATE THE DESIGN OF THE PROPOSED STORM DRAIN FACILITIES. A HYDROLOGY MAP IS INCLUDED SHOWING CUMULATIVE FLOWS AT PARTICULAR POINTS OF CONCENTRATION. ... .- Pia .. r . RANCHO CALIFORNIA .~ . WAY ...( : t1I l'l PRO.JECT LOCATION RD VICINITY MAP N.T.S. ~ P7 INSTRUCTIONS FOR RATIONAL METHOD HYDROLOGY CALCULATIONS . (Based on the Rational Formula, Q = CIA) 1. On map of drainage area, draw drainage system and block off subareas tributary to it. 2. Determine the initial time of concentration, "TII, using Plate D-3. The initial area should be less than 10 acres, have a flow path of less than 1,000 feet, and be the most upstream subarea. 3. Using the time of concentration, determine "I", intensity of rain- fall in inches per hour, from the appropriate intensity-duration curve for the particular area under study. For areas where stan- dard curves are available, use Plates D-4.1 and 0-4.2' to reproduce the standard curve. For areas where curves have not been published by the District, use Plates D-4.3 through 0-4.7 to develop a suit- able intensity-duration curve. 4. Determine "ell, the coefficient of runoff, using the runoff coeffi- cient curve which corresponds as closely as possible with the soil, cover type and developlllt!nt of .the drainage area. Standard curves (Plates 0-5.1 through 0-5.4) have been developed by the District for the common case of urban landscaping type cover. Where these curves are not applicable, curves may be developed using Plates D-5.5 through D-5.8. . 5. Determine itA", the area of the subarea in acres. 6. Compute Q = CIA for the subarea. 7. Measure the length of flow to the point of inflow of the next sub- area downstream. Determine the velocity of flow in this reach for the peak Q in the type of conveyance being considered (natural channel, street, pipe, or open channel), using the tabling aids on Plates 0-6 through D-9. Using the reach length and velocity determined above, compute the travel time, and add this time to the time of concentration for the previous subarea to determine a new time of concentration. 8. Calculate Q for the new subarea, using steps 3 through 6 and the new time of concentration. Determine "QIi'''' the peak Q for all sub- areas tributary to the system to this polJlt by adding Q for the new subarea to the summation of Q for all upstream subareas. Deter- mine the time of concentration for the next subarea downstream using Step 7. Continue tabling downstream in similar fashion until a junction with a lateral drain is reached. . RCFC 8 WCD HYDROLOGY wJANUAL RATIONAL METHOD INSTRUCTIONS C\. PLATE 0-1 (I of 2) .l ':. '. pg 9. Start at the upper end of the lateral and table its Q down to the junction with the main line, using the methods outlined in the previous steps. 10. Compute the peak Q at the junction. Let QA, TA, IA correspond to the tributary area with the longer time of concentration, and Qa, Ta, IB correspond to the tributary area with the shorter time of concentration and Qp, Tp correspond to the peak Q and time of concentration. a. If the tributary areas have the same time of concentration, the tributary Q's are added directly to obtain the combined peak Q. Qp Q;. + Qa Tp = TA = = TB b. If the tributary areas have different times of concentration, the smaller of the tributary Q,S must be corrected as follows: (1) The usual case is where the tributary area with the lon- ger time of concentration has the larger Q. In this case, the smaller Q is corrected by a ratio of the intensities and added to the larger Q to obtain the combined peak Q. The tabling is then continued downstream using " the longer time of concentration. Qp IA IB = TA QA Qa + Tp = (2) In some cases, the tributary area with the shorter time of concentration has the larger Q. In this case, the smaller Q is corrected by a ratio of the times of concen- tration and added to the larger Q to obtain the combined peak Q. The tabling is then continued downs team using the shorter time of concentration. Qp + QA TB TA = TB Qa Tp = RCFC a WCD HYDROLOGY NJANUAL RATIONAL METHOD INSTRUCTIONS \0 PLATE 0-1 (2 of 2 ) -- '. "e ,.- _.' i- . . ~:~, - i'- . i e, BC ,,.,,''1(1" " e -,; -~- ___3D - -.~'- '." '~ ; ~. "'< .; B( o e e 0 o . ,n/ollEClA...&1 Be sire HYDROLOGIC SOILS FOR ?tJRRIETA GROUP MAP . LEGEND SOILS GRO A SOILS G UP BOUNOARY ROUP OESIGHATION ,RCFCaWCD rlYDRDLD~'I 1\ I .;J Jj ANUAL ~ 1""""-- o - -~ ... EET 5000 \\ e-'-f.O- "":" ...,..",:, -_ I ':: ':' :~~>. --:- -::-f: k '_ '1':,' Be . ~ J;.r:;2 m-"__:,.L.JL.". ~ e ." nolO' 1""Jllllll,TJ.l e Be .~ B ,,:~\ ~::~'X,'.:tt3;{i'j:~~;;~:..~ '^_ " ,~1>_; ,,::,i~';~ 1j\~~~-~C_'_~' ~ :-\'<'~,;~",'RV ~~~', - ,r~-,- ~~' ',,:( ':I~~~:~;~~~ '~:~;~l<:~: __-c- ''-s-,:.\.::.;; ".I.~:.:--,.. . 'i~~~::":":'-- -...'..:-' ". ,.... e ' .,::.:~,~~i?I~;/:~~-e~~'; ~~--,,~~-:,>,<-~,-~ -... :), ':.j," Be B . "('.' Be , ,'-,'.,.., - ",,~~ ,e -~,~-:: ./;u.-' ':V" ".:tfl.," I, " "; ! - . .0',"'- 3 . .; \. .'1 '- ~ . , . i !r. o B 0 -- o.--::::.~-:.. "-, ':---' o '-. '. '. /....... ........ ._, , , ...;"' ....._0, r >. . , .....' ", .; -"v...-" .(:'~.-:.:.:.. - ~1 ".:)ii"~~~ <;~',~~~ ,,:-. r' - - - .;.~.~~~ - ----...:....;.';.r.: "':__~'~2'-;:~. . ,...../ - ;-;;.-...:=":' ;::':.-'l' -;-"__ ......~--- ,.'. " '~-~:',:~~~.~) ." - , .-::r....: -~.- -',,'-' ",v'O-- .'. 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'., ,-4' ;.- -,-:'?-'-'~'':'':..:.; ,,~~,_.:._..:':.I.'..::.": ~~ \:,::l>"''''-~ l:_. -,----- '.' .0 , ..~.~;; " " , ., '-._- '_,__L:-~_____:._.:...~.....:..:.~.::. ---~ --'-- ;-~'-.:_:_~- ...;, r- " .-\~,~::;:. ..>_--:~\\::: - - --,~?.. i;,~ ~" -...:.......i. '__J . .~; 7.~-: -,.- - -';':' - '. , " ":~r;":: .,;;: , , --.____..:..1 .~,.- ,'-- . \\-.,. ..;\.: ." ~1 ., ~l-' -.,,:,,-:.: , . L . - ,', ~ !).U'w' RCFcaWCD HYDROLOGY J'vIANUAL ~ HYDROLOGIC SOILS GROUP MAP FOR LEGEND SOILS GROUP BOUNDARY A SOILS GROUP DESIGNATION . ~-~ o FEET 5000 TEMECULA C--fat) , \t.- r _, ~':l <i.\ , I I " ,I.. . .. \ . . ' . . I ". I I . ~~I"~ . I . ' ' .; - '-J , ) . ~ \) t , Z ~ ~ D ,.,,- ~ :) Ul 0 18 , I , I .. - I 1 .. ~'I . I ..' t' /} ~. . J 1 I . /'j -- I' S; . / ~. -. ___ )0' ./ ~ (: ~~ ~ ,., -" - -~ - -j ? (;~ - ~ . - y 0 -tf >. ' -;J ~vl- U /" ~ ,.'" / - i; )b ~. ~ \ D ~, ~ ./ l' I~ .J I ) r [ I ~ / / ~J i . . . ,. :J l' q /J ~ . ( . . . ;" J> D ~ ~Qj ~ . '= \ ~ W ~ 11 ~ ~ iJ ~1 llW 0 ) ill ill lId () CD CD () I 'A " w " ~ " . I l I :(1~.i '. ' J~ '~ P I~ Tc' LIMITATIONS: ~ L 100 , Tc I. Maximum lenoth = 1000 . 1000 90 2, Maximum area = 10 Acres 5 ~ 900 80 ~ ~ .. -tL ~ > 6 70 0 .. ~ 800 L> 500 <J :.: 0 ~oo ~ .. .. " l5 300 ~ 60 co 0 700 c: "> 200 7 <; ~ .S! - - 0 .. c: e: N Q. - 100 OJ .. .5 E 50 ~ ,: 80 E 600 Q. 0 - - 60 8 Q. .2 0 0 50 .2 c: 40 .. .. .. .. > > E co '" 30 .. .. Q. 0 "0 9 .0 "0 c: e: 20 0 .. 500 (~ u .. >. "5 ~ <J e: 10 ~ 10 .0 35 cr .. 8 E - .. .. 0 .. Q. :l 6 c, U. .. .. K Ai .. II - ~ 30 -..Q .. 400 ~ Undeveloped c;. e: 0, 0 - 12 - Good Cover .. 2 e: .. '" - 0 .. 350 ~ 25 Undeveloped e: 1.0 ~ ~ ::l 0 ,8 0 0 e: Fair Cover .6 14 - "5 'E J: '~ .. 300 Undeveloped ~ / 15 .. - 20 0 .3 - e: Poor Ca_ e: ::l e: 0 .2 16 ,: 19 - :. - :- ,-18 0 17 E Single Fomily ~ ~~ 250 ~!=-17 (1/4 Acrel1 Q; . 18 e: -'rIG 19 ~ e: r 15 Commercial 0 .. ~ or- 20 '" :; (14 (Povea1" g c e: 200 = 13 / ] .5! .. ..J ~~) - 0 - ~ 0 - '-1&) SLII e: 25 .. <J - e: 0 0 KEY <J 150 I - , ,~r 9 L -H-Tc-K-Tc - 0 30 f- 8 .. EXAMPLE: E i= 7 (I) L =550', H =5,0; K = Single Family (1/4 Ac.) 35 Development I Tc = 12.G min. 6 (2) L =550', H =5.0', K = Commercial 100 40 Development, Tc = 9,7 min. 5 4 Reference: Bibliography item No. 35. . RCFC a WCD HYDROLOGY ~AANUAL TIME OF CONCENTRATION FOR INITIAL SUBAREA PLATE D-3 \A. . .. PI . -, ' - ..m,~' , <n ~. , r. h " - f~ '" ,/ ;1.. ........rr- ~ I _, ;.r-::--"'l~~-..r-(4-,r~" _,V'>C4-.:-:';.. '~.::.~_'[";..,i(N! 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R 10186.82 Co ..., 2 .013 I.'\: TS 10236.82 0"''' 4 .013 ,.t.1lj WI 10236.82 9,88 r .013 " R 10340,15 \~, . '". 3 .013 1.\.'.0.:1 Jl 10m,15 \(; 'r r b ,(112 19.2 1~. is 45. 1.'.'.0.. , R 10663.77 13,16 r .013 " R 10720,87 13.64 5 ,013 36.~9 R 10843.53 14.67 5 .013 ]X 10858.92 15,15 7 8 ,013 16.9 15.65 60.0 R 11001.00 17.47 7 .013 ]X 11004. 17,48 i7 15 8.013 9.3 8.8 23,33 19,00 89.0 89,0 TS 11010.00 17,49 '0 .013 '" R 11'137.64 17.55 13 ,013 89.9 R 11126.47 17.72 13 .013 R 11143,3! 17.75 13 .Oi3 20,18 R 11161.69 17.79 13 .013 R 11177.53 17.83 13 ,013 20, i8 R 11353.21 17,98 13 .013 3,61 .1 11397.67 18.27 13 .013 11402.33 18.38 J 6 .013 3.7 18.26 45.0 R i1480. IB.~l 5 .013 Jl H48~. 18.42 r 6 .018 4.9 18.42 45.0 " R 11591.80 16.65 5 .013 F: i 1610.23 18.68 5 .013 47.05 R 11614.13 1" ,,, r ,013 .::1,0'1 c R 1162E,92 18.71 5 ,013 37.4 R 11630.6 18.72 r .0;3 " JX 11633.1 18.73 r 9 ^fO 9.9 2(:,36 45,0 " . v...... R 11634,5 18.74 5 ,013 jX 11636.8 18.75 5 9 ,013 ~'. If 20,37 43.0 F: 1163E.E 13,76 5 .013 JI 11640.4 18.77 r 9 .013 9.9 20.38 45.0 , R 11666.~4 1B,80 5 .013 F: 11746.02 1'"' "e r .;)13 2.98 ~b. 't,J " JX 11747.52 19.9t 5 16 .013 4.1 2Q.34 99,0 F: 1,760, 18.97 5 .013 F: Ii 776.44 20.5 " .013 l.Uj F: li796.44 22,36 - ,013 R 11915, 22.47 5 .013 JI 11928.75 22.51 8 14 .013 bO.9 21.5 45.0 R 11938,86 22.59 8 ,013 R 11974.16 ;I::; 'ie' 8 .013 89.9 ......,OJ R 11975.3'7 22.76 8 .013 3.01 . 12130. 'I.iS 8 .013 12165, 2e. !! 8 ,013 89.~ K 12576, 39,89 8 .013 JX 12580, 40,0 8 6 6.0i3 12.2 r r 40.5 '^ r 45,(i 45.0 ,j,.J 'HJ,,j R 13100. 5B.(l(l 8 .Oi3 WE 8 A,\ SH 13100, 58.00 8 P.lfo SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PASE . CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(l ) Y(2} Y{3} Yi4' Y(5} Ylb) Y(7) Yi8! Y(9\ Yi 101 CODE NO TYPE PIERS WIDTH [}IAHETER WIDTH DROP CD 0 .00 3.50 8.00 1.50 1.50 .00 CD 2 0 ,00 3.50 b.OO 1.50 1.50 .00 CD 3 0 .00 3,50 4,00 1.50 1.50 .00 CD 4 (l ,(10 4.83 b.OO 1.50 1.50 .00 CD 5 4 5.0t CD b 4 2,00 CD 7 3 (; .00 4.00 8.00 .00 .00 .00 CD 5 4 3.N CD 9 4 1. 75 CD 10 4 4.50 CD !l 4 3,50 CD 12 4 r r' ,J.,JV CD 13 4 6.00 CD 14 4 4.00 CD 15 3 0 ,00 .50 3.00 ,00 .00 .00 CD Ib 4 1.50 CD 17 3 0 .00 4.80 7.50 .00 .00 .00 . . A,1.,.. . HEADING LINE ND I IS - HEADINS LINE NO 2 IS - HEADING LINE NO 3 IS - . . t_ P 1/ PAGE NO WATER SURFACE PROFILE - TITLE CARD LISTING 05H QUALITY SUITES HOTEL -RCDC- LINE 'I' EMPIRE CREEK TO UIS OF INFO. CTR. PROP. R 7G-090.072 RWS 3i13189 2:30 PM A'? . AI\. P43 -~- PAGE NO 3 . ELEMENT NO UA TER SURFACE PROFILE - ELEMENT CARD LIETING 13 IS A REACH t t t U/S DATA STATION INVERT sm II RAD IUS ANGLE M!3 fiT MAN H 11001.00 17.47 7 .013 .00 .00 .00 (I ~LEMENT NO i4 IS A JUNCTION t i t i i t t U/S DATA STATION iNVERT SECT LAT-! LAT-E N "' Q~ HWERH INVERH PHI 3 ""'T 4 "" r'Nl 11004.00 17.48 17 15 " .013 9.3 8.6 23.33 19.00 89.00 89.00 ELEMENT NO 15 IS Ii TRANSITION i t i [j/S DATA STATIOfl INVERT SECT N 1101(1.00 17.49 13 . ~Il j ELEMENT NO 16 IS A REACH t t i UIS DATA STATiON INVERT SECT N RAD iUS ANGLE ANS PT MAN H 11037.64 i7.55 13 .013 ,00 09.90 .00 0 ELEMENT NO 17 IS A REACH t t i HIS DATA STATION INVERT SECT N RAD IUS ANBLE ANB PT MAN H 11126.47 17.72 13 .013 .00 .00 .00 0 ELEMENT NO 18 IS A REACH t t t [j/S DATA STATION INVERT SECT N RAD IUS ANBLE ANB PT HAN H 11142.31 17.75 13 Jii3 .00 20.18 .00 0 .<LONT NO 19 IS A REACH t t t ... .... t. 1 UIS DATA STATION INVERT SECi N RADIUS AHBLE "NS PT MAN H 11161.69 17.79 13 .013 .00 .00 .00 (I ELEMENT NO 20 IS A REACH t t . UlS DATA STATION INVERT SECT N RAD IUS ANBeE ANt PT MAN H 11177.53 17.83 13 .i}i3 .00 20.18 .0(' 0 ELEMENT NO 21 IS A REACH t t t U/S DATA STATION INVERT SECT N RAD IUS AMBLE ANB PT NAN H 11253.21 17.98 13 .013 .00 .00 3.61 0 ELEMEtH NO 22 IS A REACH i . t U/S DATA STATION INVERT SECT N RADIUS ANGLE ANS PT MAN H 11397.6: IS.27 13 .013 .00 .00 .00 I) ELEMENT NO 23 is A JUNCT! ON . t t f f . t UIS DATA STATION INVERT SECT LP-l LAT-2 N D3 04 INVERT -3 lfWERH PHI 3 PHI 4 11402.33 10.20 5 6 (i .013 3,7 .0 18.28 .00 45,(1) .00 . A..~ Plftf \ ~~--~~ ---- PAGE NO 4 . WATER SURF ALE PROFILE - ELEMENT lARD LISTINS ELEMENT NO 0' IS A REAlH . . . ., UiS DATA STATION INVERT SECT N RADIUS ANGLE ANS PT MAN H 11460,00 IB,41 r ,013 ,00 .% ,DO 0 " ELEMENT NO 25 IS A JUNCTION f . . f '" . . UiS DATA STATION INVERT SECT LHT-l LAT-2 N 03 Q4 INVERT-3 INVERH PHI 3 PH! " 11482.00 18,42 5 6 0 .013 ' 0 .0 16.A2 .00 45.00 .00 ,.. ELEMENT NO 26 IS A REACH . . . UiS DATA STATION INVERT SECT N RAD IUS ANS~E ANS Pi riMI H il591.BO IB.65 5 ,013 ,0(; .00 ,(I<) (i ELEMENT NO 27 IS A REACH . . f UiS DATA STATION INVERT SECT N RAD IUS ANSLE ANG PT NAN H 11610.28 IB.6B r .Oi3 .00 47.05 ,00 (i " ELEMENT rm ,- lS A REACH f f . -" UiS DATA STATION INVERT SECT N RAD IUS ANSLE ANG PT MAN H li6iA.13 IB.69 5 .013 .00 .00 .00 0 ELEMENT NO 29 IS A REACH . f . UiS DATA STATION INVERT SECT N RAD IUS ANGLE ANS PT rlAN H i1b2B.92 IB.71 5 .013 .00 37.AO .00 0 . ELEMENT NO 30 IS A REACH f . . UiS DATA STATION INVERT SECT N RADIUS AHBLE ANB PT MAN H 11630.60 16.72 5 .013 .00 .00 .00 I) ELEMENT NO 31 IS A JUNCTION . f . f . . . Uis DATA STAiION INVERT SECT LAT-I L~" ~ N Q3 OA INVERT-3 HIVERH PHI 3 PHI " 1.\1-... 11633.1{l IB.73 5 9 0 .013 9.9 .0 20.36 .00 45.00 .00 ELEMENT riG 32 IS A REACH . . . ViS DATA STATION INVERT SECT N RAD IUS ANGLE ANB PT MAN H ii634.50 IB.74 5 .013 .00 .00 ,i)(i U ELEMENT NO 33 IS A JUNCTION . . . . . . . UiS DA,A STATION INVERT SECT LAT-1 LAY -2 tJ Q3 Q4 INVERH INVERT-A PHI 3 PHI 4 11636.80 19.75 5 9 0 .013 .., .0 20.37 .00 45.00 .Ofi . M>, ---------- ----.....----.- P15 -----.----..- ---~-- PAGE NO 5 .i WATER SURFACE PRO~ILE - ELEMENT CARD LISTING ELEMENT NO 34 IS A REACH . . . U/S DATA STATION INVERT SECT N RAD IUS ANGLE ANG Pi MAN H !1636.20 18.76 5 .01, .O(i .00 .(1(1 0 ELEMENT NO 35 is A JUNCTION . . . , . . . .U/5 DATA STATION INVERT SECT LAT-l LAT-2 I' Q3 Q4 INVERT-, INVERH PHi PHI 4 , j 11640.40 16.77 5 9 0 .013 9.9 .0 20.3B .00 45.00 .00 ELEMENT NO 36 IS A REACH , . . U/S DATA STATiON INVERT SECT N Ri\DIUS AN6LE ANB Pi MAN H 11666.44 16.80 5 .013 .0(1 .00 .iN 0 ELEMan NO 37 IS A REACH . . . U/S DATA STATION INVERT SECT N ,:AD IUS ANGLE ANG Pi NAN H l!746. 02 1B.9~ 5 .013 .00 2.98 .(10 D ELEMErH NO 38 I S A jUNCTI ON , . , , . . U/S DATA STATION INVERT SECT LAT-! LAT-2 N 0" Q4 INVERH INVERH PHI < PHI 4 j 11;47.52 1B.96 5 16 0 .C113 4.1 .0 20.34 .00 89.00 .00 ELEMENT NO 39 IS A REACH . , . U/S DATA STAilON INVERT SECT N RADIUS ANGLE ANB PT HAN H 11760.00 18.97 5 .013 .00 .00 .00 0 . ELEMENT NO 40 IS A REACH . , , U/S DATA STATlON INVERT SECT N Ri\DIUS i\NSLE ANe PT NAN H 11776,44 20.50 5 .013 .00 1.10 .00 (; ELEMENT NO 41 IS A REACH . . . U/S DATA STATION INVERT SECT N RAD IUS ANGLE ANG PT HAN H 11796.44 22.3f. 5 .0tS .00 .00 ,(;(1 0 ELEMENT NO 42 IS A REACH . . . U/S MTA STATiON INVERT SECT N RADIUS ANGLE AtJG PT MAN H 11915.QQ 22.47 5 .013 .00 .00 .00 0 ELEMENT NO 43 IS A Jtlr,CTlOt. , . , , , . , U/S DATA STATION INVERT SECT LAT-l lAT-2 11 Q3 Q4 INVERT-3 INVERT-4 PHI 0 PHi 4 , 11922.75 22.51 8 14 0 .013 b(i.9 .(, 21.5{j .O( 45.00 .0(; . A.~ Plfb \.. -~------ PASE NO 6 ~ ELEMENT NO WATER SURFACE PROFILE - ELEMENT CARv LISTINS 44 IS A REACH . . . UIS vATA STATION INVERT SECT N RAv IUS ANSLE ANS PT MANH 1193B.86 ~... ~... 8 .013 .00 .00 ,00 0 C':::.J'1 ELEMENT ,<0 45 IS A REACH . . . UIS DATA STHTION INVERT SECT N RAD JUS ANSLE ANE PT MAN H 11974.16 E2.75 E .013 .00 89.9(1 .00 0 ELEMENT NO 46 IS A REACH . . . UIS Dm STATION INVERT SECT N RAD IUS ANSLE ANEPT MAN H 11975.37 22.76 8 ,013 ,0(1 3,07 ,00 0 LEMENT ND 47 IS A REACH . . f UIS DATA STATlDN INVERT StCT N RADIUS ANSLE ANS PT MAN H 12130.00 27.18 " .013 .00 .00 .DO 0 ELEMENT NO 48 IS A REACH i- f . UIS DATA STATION INVERT SECT N RAD IUS ANSLE ANS PT MAN H 12165.00 E8.17 B .1)13 .00 89.90 ,.)0 0 ELEMENT NO 49 IS A REACH f . f UIS vATA STA7lDN INVERT SECT ~j RAD IUS ANGLE ANS PT NAN H i2576.00 39.89 8 .013 .00 .00 .00 0 . ELEMENT NO 50 IS A JUNCTION UiS DATA . . INVERT 40.00 f f SECT LAT-l LAT-2 8 6 6 f < < ..J".! f INVERT-3 INVERT-4 40.50 40.50 I STATION 12580.00 N .013 D3 12.8 04 PHI 3 45.00 PHI 4 45.00 ELEMENT NO 51 IS A REACH UIS DATA f i f. STATION INVERT SECT 13100.00 58.00 8 N .013 RADIUS ANSLE ANS pT NAN H .00 ,fJ(i .Ov 0 ELEMENT NO 52 IS A WALL ENTRANCE UIS DATA STATION 13100.00 !fNERT 58,00 I SECT E FP .500 ELEMENT ND 53 IS A SYSTEM HEADWORKS UIS DATA STATION INVERT SECT 13100.00 58.00 8 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BESINNINS . w S ElEv .00 ERROR HESSASE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 43 INCREMENT = .000010 ERROR MESSASE ND. 32 - CRITlCAL DEPTH MAY BE INACCURATE IN ELEMEiH 42 INCREMENT = .0000l0 ERROR MESSAGE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 41 INCREKENT = .000010 ERROR MESSASE ND. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 40 INCREMENT = .000010 ERROR NESSASE NO. 32 - CRITiCAL DEPTH MAY BE INACCURATE IN ELEMENT 39 INCREMENT = .000010 ERROR MESSAGE NO. 32 - CRITICAL DEPTH MAY BE INACCURATE IN ELEMENT 38 iNCREMENT = .000010 f. WARNINS NO.2 f. - WATER SURFACE ELEVATION SIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDNKDS, W.S.ELEV = i.V t DC . l\~ .1 SiATION INVERT ELEV WATER SURFACE PROFILE LI,TINS QSH QUALITY SUITES HOTEL -ReDe- LINE 'I' EMPIRE CREEK TO UiS OF INFO. eTR. PROF. R 78-090.072 RWS 3i13iB9 2:30 PH DEPTH OF FLOW ..5. ELEV D VEL VEL HEAD ENERGY GRD. EL. SUPER eRIT!eAL ELEV DEPTH I L PLfg PAGE 2 HGTi DIA BASEl ID tm. " "- NO RVBPR PIEF: LlELEM S!! SF HV~ HF NORM DEPTH LK fif.tfff.ifffiffffff**f4ffff~fffff.fffi*ffffffiiffffffififffiiffffiiiffffffffffif.fifffififffffffifiifff+.fffffffffffifffiffiffiififfff 9257.20 7.88 57,48 .00209 9344.6B B.OO 57.98 .00209 9404.67 8.12 70.4B .00209 9475.15 B.27 71. 35 .00209 . 9546.4\' B.4: 271.li .00209 9BI7.6(I HYDRAUliC JUMP 98n .60 B.99 B.99 25.08 .00209 9842.68 9.04 31.86 .00209 9874.54 9.11 33.3; ,00209 9907.BB 9.18 33.59 .00209 9941. 47 9.25 . 33.3(1 ,00209 3.42 3.31 ,3.20 3.10 3.04 3,04 2.95 - -< ::::.~,J 2.76 2.66 2.57 11.30 11.31 11.33 "I:'''; , !::..;.'.'+ 257.4 7.10 257.4 7.44 11.37, 257.4 7.BI 11.47 12.Q3 11.94 11.89 1, .86 I1.B4 II.B2 257.4 257.4 B.OO 257.4 8.33 257.4 8.79 257.4 9.21 257.4 9.66 257,4 10.14 6.77 ,(;(\142 .00161 .00153 .00202 B.OO ! .00 .0(;209 1.00 1.09 .00253 1.20 .G0289 1.32 .00329 1.~~ .00375 1.60 .00428 .71 12.01 .78 12.09 .86 12.19 .95 12.32 .14 12.46 .57 13.03 13.03 .06 13.(;9 .09 13.18 .11 {PO. "PO. ~,j.r:.'1 .13 13.42 .14 .ilc .10 .13 . (Ii) .00 .00 .00 , "' r.."!"! .00 2.99 .00 2.99 .0)(1 2.99 .OD 2.99 .00 2.99 .00 2.99 .00 2.99 o -- -...,'1 2,99 2.99 3.04 3.04 3.04 3.04 3.04 3.04 3.0~ 3.50 6.0G 1.50 0 .00 3.0~ i .50 3.50 6.% 1.50 ;) .00 3.04 1.50 3.50 6.00 1.5t 0 ,00 3.04 1.50 3.50 6.00 1.50 (I .00 1.50 3.5(' 6.00 1.50 o .00 1.50 3.50 6.00 1.5(1 0 .00 1.50 3.50 6.0(1 1.50 {j .0(; 1.50 3,50 6.00 i.% 0 .00 1.50 3.50 6.00 i.50 (: .00 1.50 3.5(1 6.00 1.5(: (i .0(; 1.50 3.50 t,.(lO 1.50 (! .00 i.50 .g:> P4Q ~_. ~--~~~._-- PAGE 3 MATER SURFACE PROFiLE LISTINS . OSH (lUAL! TV sums HOTEL -RCDC- UNE 'I' EMPIRE CREEK TO UIS OF INFO, CTR, PROP, R 78-090,072 RWS 3il31B9 2:30 PM STATION INVERT DEPTH W.S. 0 VEL V" ENERGY SUPER CRITICAL H8TI BASEl ZL NO AVSPR -" ELEV OF FLOW ELEV HSAD GRD,SL, ELEV DEPTH DIA 10 NO, Rm LiELEN so SF AVE HF NORM DEPTH ZR flflfffffffiiffiffffffffffff**fffffffffffffi***fffffffffifff.tfffffff*flifiiffiffiiffiift+ii+iftii!itfff~fif.ffiifilf.fffi*iiffl**fff. 9974.77 9.32 2.49 11.80 257,4 iO,63 L76 13.56 .0(: 2.99 3.50 6.00 1.50 0 .00 32.74 ,00209 .00488 ,16 2,04 1.50 10007,50 9,39 2,40 11.79 257.4 lLl5 l.93 13,/2 .00 2.99 3,50 6.QO 1.50 0 ,00 32,02 ,00209 .00556 .16 3.04 1.50 10039,53 9.45 2,32 11. 77 257,4 11.69 2,13 13,90 .00 2,99 3,50 6,00 1.50 0 ,00 31,22 ,00209 ,00634 ,20 3,04 1.50 . 10070,74 9,52 2.24 11.76 257,4 12,26 2,34 14,10 .00 2.99 3.5Q 6.M 1.50 0 ,00 30,36 ,00209 ,00724 ,22 3,04 1.50 . 10101,10 9,58 E.l6 11. 75 257,4 12,86 2.57 14,32 ,00 2,99 3,50 6,00 1.50 0 ,00 29.47 ,00209 ,00826 ,24 3,04 1.50 10130.5-9 9,64 2,09 II.!:! 257,4 i3,49 2.83 14,56 ,00 2,99 3,50 6,00 1.50 0 ,00 28.57 ,00E09 ,00943 .'0 3.04 1.50 10159.15 9,70 2.02 11.72 257,4 14,15 S,l! 14,83 ,00 2.99 3.50 6,00 l.50 0 ,('0 27,67 .00209 .01077 ,30 3.04 1.50 10186,82 9.76 1.95 11.71 257.4 14.84 3.42 15.13 ,00 2.99 3.50 .;.00 1.50 0 ,00 TRANS SIR ,00240 .01378 ,69 1.50 10236.82 9,88 1.78 l' " 257.4 16,73 4.35 16,00 .00 2.99 4,83 Q.OO 1.50 (I ,00 ~1.00 WALL EXIT 1.50 10236,82 U8 4,47 14.35 25i.4 13,90 3,00 17,35 ,00 4,47 5.00 .00 .00 0 ,00 62.60 ,00726 ,00860 .54 5.00 ,00 10299.42 10,33 4,B3 15,16 257.4 13,25 2.73 17.89 .00 4.47 5.00 .00 ,00 0 ,00 . 4Q.73 .00726 ,00871 .35 5,00 .00 -:5\ P50 .~~ PAGE 4 WATER SURFACE PROFILE lISTING .) QSH QUALITY SUiTES HOTEL -RCDC- UNE HI\! ENPIRE CREEK TO U/S OF iNFO, CTR, PROP, R 78-090.072 RWS 3/13/B9 2:30 PN STATION INVERT DEPTH W.S. G VEL VEL ENERGV SUPER CRiTiCAL H5T! BASEl Zl NO AVBPR ELEV OF FLOW REV HEAD BRD. EL. ELEV DEPTH DIA 10 Nu. PIER L/ELEn ~u S= AVE HF NORN DEPTH ZR fttlffiffififfftitffffffffffffffftifftfffitttfftffffffftfffifffiflffffffffflfftfffffflffffiitf+fiffffllfflitftffltiilifittffltftil 10340,15 10.63 4.93 15.56 257.4 13.15 2.69 18.25 .00 4.~7 5.00 .00 .00 0 .00 . JUNCT STR .00667 .00862 ,03 .00 10343.15 10.65 ' <" 16.24 238,2 12.13 ' 2.29 18.52 .00 4.34 5,00 ,(iO .00 " .00 w..J'1 320,62 .00783 ,00B36 2.68 4.27 .00 10663,77 13,16 5.76 1B,92 238.2 12,13 ' '" 21.21 .00 4.34 5.00 ,00 ,00 0 ,00 .....'1 57,10 ,0084! .00836 ,48 4,09 .00 10720.B7 13,64 6.05 19.69 23B.2 12.13 2,29 21.97 .00 4.34 5.00 .(l(i .00 0 .00 122.66 ,00840 ,00B36 1.03 4.09 .00 .lOB43.53 14.67 6.04 20,71 23B,2 12,l3 2,29 23,00 .00 4.34 5.00 ,00 .M 0 .00 JUliCT SIR ,03119 ,00546 .OB ,00 1085B.92 15.15 7.25 22,40 221.3 6.97 ,(6 23.!6 ,00 2.B8 4.00 8.00 ,00 0 ,00 142.08 .01633 .00256 .36 . '0 ,00 1.0, . 11001.00 17,47 5.30 22.77 221.3 0.97 ,76 23.52 .00 2,B8 4.00 8.00 .00 0 .00 JUNCT m ,00333 ,00203 .01 ,00 11004 ,00 17,42 < 'r 23.13 203.E 5,62 .50 23.63 ,00 2.84 4,80 7.50 .00 (i .00 ,j.0"" TRANS STR ,(10167 t ;t..T.(j, ?333 .00178 .01 .00 oK 11010,00 if ,49 < nn 22.81 203.2 7,66 .91 23.72 .00 3.90 0.00 .00 .00 0 .00 ,.I..:!': 27.64 .0ueL ,00206 .06 5.09 ,00 !l037.64 17,55 5.32 22.87 203,2 7.67 ,91 23.78 .0(1 3.90 6,00 .00 ,DO 0 .00 86,53 .00191 .00205 .18 6.00 .00 11126.47 . t-. ...~ 5.33 23.05 ".~ "' 7.65 ,91 23.96 .00 3.90 6,00 . Of; ,00 0 .00 1/./.. ...Vj.c . 15.B, .00169 ,00205 .03 ",00 ,00 ~rz,.. . STATiON WATER SURFACE PROFILE LISTING DSH QUALiTY SUITES HOTEL -RCDC- LINE 'I' EMP!RE CREEK TO U!S OF INFO. eTR. PROP, R 7B-090.072 RWS 3/13189 2:30 PM I NVERT DEPTH ELEv OF FLOW ioi,S. ELEV Q VEL VEL ENEREY HEliD 6RD. EL. SUPER CRITICAL ELEV DEPTH I l~______f ~~. 'ASS 5 HGTJ DIA BASEl ID ND. ZL tW A\JBPF; PiEI L1ELEM SO or "'It H' NORM DEPTH 2R *i+ffififfiiffffififfffffiilfffffffffflitfliiffiiffffliffiffff.ffflf.flf.fflff.***ifff.fflf.fffffffff***f.lfff.ffifff.i*~f.**ftif~*f*if*ff.if 11142.31 p os _1"... ".38 .00206 11 16l.b9 11161.69 17.79 .00 JJ0206 17.79 15.84 .00252 l1m.53 17.83 75.68 .00198 .11252.21 17.98 144.46 .00201 11317.b? JUNCT m: 1i402.33 lB.2? ,0(1215 75.00 .00167 18.28 1i477.33 11480,00 JU:jCT SIR 11482.00 1S.41 2.67 ,00167 18.41 .~ ~"_..11 ,IJV:jt1,J 109.80 .00209 lB.42 . 1, ", d,<Jb 11591.80 18.65 .00162 r -, ...,j't 5.34 5.34 5.33 5.33 5.3' II ti. C/JIJ77Cd1.. 4.56 5.00 5.01 II. {j . C/JIIJTI?tJL . .. ,Jdo 5.54 23.i)9 23.13 ..... fn C,j. .,j 23.16 E3.31 23.61 13.?4 22.86 ~... " ,-~.'fl 23.42 '2'3.5D "'" e.... .:::j.,Jb' 24.19 203.2 7.6"5 203.2 7.65 203.2 7.65 203.2 7.66 .;)0205 .00205 .00205 .00205 203.2 1.02 .91 203.2 7.64 .00205 tINE'IA" 5"tE€ ffi, .0035B 199.5 10.59 ' 1. 74 IfJ'I./B.8;' 199.5 10, it 199.5 10.16 " tl/Jc //3 S€rE' @~ 104' 9 0' \ ...0 . ,. I /f'IV l/i.4i -' 194.6 9.91 .00545 1,60 .00583 LbO :00573 , -- l. .Jj .(i0558 1.53 ,00558 .91 24.00 .91 2~,(i4 .91 24.Q4 .91 24.07 ....' ~o e't...... .91 24.32 24.60 25,01 25.03 25.11 "I:" ...'" c,J.le .04 .00 0':1 .16 .30 .02 .41 .02 .OJ ,61 ,10 .00 3.90 .00 3.90 .00 3.90 .00 3,90 .00 3.90 .00 3.90 .00 ~.03 .0(1 4.03 .00 4.03 .0(1 3.99 .00 3.99 5.30 5.30 4,69 6.00 5.47 5.00 6.00 6.00 6.00 6.00 6.00 6.00 5.00 S,{jt; 5.(1(1 5.00 e A'- "",v'.! 5.00 5.0(' 5.00 .00 .O{; (, .00 .00 Of1 .00 0 .00 ,00 .00 .00 G .00 .00 .Oi) . (If) (f .00 ,00 ,(10 .00 I) .00 .00 ,(10 .00 (i .00 ,{)O . (it) .00 ,00 u .00 . (Ii; .(10 (1 .00 .00 ,00 .00 (; .,)0 .00 ,00 .00 .00 o .00 ,i)iJ .00 (i .00 .0(' ~~ . WATER 5URFACE PROFilE LISTING QSH QUALITY SUIiES HOTEL -RCDC- LINE 'I' EMPIRE CREEK TO U/S OP INFO. CiR. PROP. P 78-090. Q72 RWS 3f 13/B9 2: 30 pr STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV o VEL VEL ENERGY SUPER CRITICAL HEAD SRD. EL. ELEV DEPTH P5;<; PASE 6 HSTi BASE; ZL NO AVBPR IlIA 10 NO. ~'IER L1ELEM SO SF AVE HF NORI, DEPTH ZR ififfifffifffffffffffffffftfffffffffffffffiffffffffffif**ifffffiffffiff**ffiffffi**fffiffffflffifffffffiffiiffffiii*fffffiifttffft 11610.28 18.6B 3,85 .00260 11614.13 18.6'1 14.79 ,1J(I!35 11623.95 IS.71 1. 68 .00595 li630.60 lB. 72 JUNeT STR .11633.10 1.40 5.84 5.85 6.11 6.11 H.q. .00400 cO M71"b/.. 18. n 6.37 .00;14 11634.50 18.74 JUNeT srp 11636.80 6.36 ~' ~... ...'t..}::: 24,54 24.82 24.83 Z4.~7 ===- 25,10 25.10 -^W 1,/ c:, .'-"J") 25.23 CtJAJrl'tJ!.. =- 18.75 1.40 .00714 11638,2C 18.76 JUNer SIR 11640,40 6,61 6.60 .00454 ;/.6, c!CJAJ fftJl lS.77 6.83 26,04 .00115 11666.44 18,,g(J 79,58 .00189 11746,02 18.95 ..u''^- ---, ') ,iL1 ::;I~ t.r'} 7. i 1 ,00667 H.C,. C.flvT1?tJL 194.6 9.91 194.6 9.91 194.6 9.91 194.6 9.91 W'LV 2J"ee P lB4.7 9.41 -6~€ (l) 184.7 9.41 MIDDLE 2i"12cP 25.36 174.8 8.90 '5€E t19 25,36 t'S.48 25.60 25.70 26.06 ;?G./Z - Zr..11 174.8 B.90 I3'LY OZ/"IC-C P 164.9 8.~O 5€E flJ 164.9 8.40 164.9 8.40 le"cSp 5t=~ (f) 1.53 .00558 1.53 ,00558 1.53 .00558 . "" 1, ",,-:I ,00531 L38 .00503 1.38 .00477 1.23 ,00450 . ,.,,..; ..::-J .00456 Li(l .00401 1.10 ,Q040! l.10 .0039~ ~6,i)4 .0(; ,02 26.06 ,00 .02 26.34 .00 .01 ':' ~~ 1,...0......' .01 26,47 .01 26,48 ,00 ,01 26.59 .01 ~' 1:"::' ..o..J, .01 26.69 .1(' 26,B(1 .O(i 2? i6 .00 .,)1 3.99 3,99 3.99 ,00 3.99 ,00 3.89 3.81 .0'0 3.79 .(1) - -- ,j.11 ,DO 3.68 3,68 2 ,,~8 r r.." -..i.vu 5.00 5.00 5.00 5.00 5.00 5.00 3.96 5.00 5.00 2.51 S.N) 5.0(! 3.37 5,1)(1 5,(10 5.00 5.00 .O(~ ,0(1 (! .00 .00 .00 .00 0 ,00 ,Ci) ,(10 ,00 i) ,00 .00 ,00 .00 0 ,00 .00 .00 .00 o .00 .O(i ,00 .00 rj ,(1(; ,00 ,(:(; .O~i (i ,j)!) ,GO .00 .i)( (I . VI) .0(; ,00 .DO I) ,t)!} ,(1(1 ,00 ,00 (i ,0(; .''::;(1 .00 ,00 0 ,00 ,DO ~A. e: STAn ON WATER SURFACE PROFILE LISTING aSH QUALITY SUITES HOTEL -ReDe- LINE 'I' EMPIRE CREEK TO UIS OF INFO. eTR. PROP. R 78-090.072 RWS 3f:3iB9 2:30 PM INVERT DEPTH ELEV OF FLOW w.~. ELEV Q VEL VEL ENERGY HEAD 6RD. El. SUPER CRITICAL ELEV DEPTH HaTi OIA p53 PAGE 7 BASEl lD NO. 2L NO AVBP,; P!ER L/EWi SO SF AVE HF NORM DEPTH ZR iffiffifiiiifiifff.f.ffffffiiifftffifffififffiiffff***ffliffffff.f.fifiiiifffffffffiiiiffffffffiffffiff**f.iiiifiif.ifffffifififf.iiiifii e 11747.52 18.96 1~.48 .00080 11760.00 IB.97 16.44 .09306 11776.44 20.50 9.06 . ')9300 11785.50 21. 34 2.10 .09300 . 11787.60 21.54 HYDRAULIC JUMP 11787.60 21.54 .26 .O~300 11787.86 2i.56 2.39 .09300 .........r. ':).. 1l/'f1J...J 21.78 1.96 .09300 lU'1i:':.d 21.97 1. 56 .09300 Ii/93,f6 J::"-.U 1.18 .09300 11794.94 ;:::; ':? <83 . (J93(JC' 7.21 7.25 5.81 5,(10 4.78 2.72 2.73 ..:,t19 ,::.,!,j 3.07 3.20 26.17 26,22 26.31 26.34 26.32 24.25 24.29 2~.62 24.91 25.18 :J~ ':I ...."".'1_ 160.8 8.19 160.8 160.8 E.l, 160.8 8.19 160.8 8.32 160.B 14.75 160.8 14.66 160.8 14.00 160.8 13.35 160.8 12.72 160.8 12.13 1.04 .00381 8.19 1.04 ,00381 1.04 .00379 1.04 .00354 1.08 3.38 .01148 3.35 .01074 3.04 .OOQ49 2.77 .00839 2.52 .00743 2.2'( .00660 27 .2.~ 27.26 27.35 27.38 27.39 27.64 "''i " C:, .0'1 27.66 27.68 27,70 27.70 .05 .06 .03 .01 .00 .03 .02 .01 .01 .01 .00 3.64 .00 j.Q'f .00 3.~~ .00 3.64 .00 3.64 .00 3.64 .00 3,64 .00 , .. ",.btf .00 3,64 .00 3,64 .00 3.64 5.(I(i 1.52 . ~,., r...r,:: 1.5,: 1.53 1.53 1.53 1.53 1.53 1.53 ~.O(i 5.00 5.00 5.00 5,00 5,O(J 5,:"J(i 5.00 5,00 5.00 5.00 .(iC .00 0 .:)0 ,(;0 .'/"" .00 (I .(1) .(JO .(;,1 .00 0 .00 .00 ,00 .00 0 .00 .00 ,Of) ,00 i) .(I(! .00 .00 .00 0 .O(! .00 ,I.il) .(;0 (i .(10 ,00 ,(;:) .00 (I ,00 .00 ,0:) .00 (, ,00 .00 .M! .00 0 .DO .00 ,Of) ,fJO 0, ,00 ,00 ~ PE~ ----~--~-- PABE 8 WATER SUf:FACE PROfILE LlSTINS .' QSH QUHL lTY SUITES HOTEL -RCDC- LWE lIB EMPIRE CREEK TO UtS OF IlifO. CTR. PRO? R 78-090.072 RWS 3i1Si89 2:30 PM STATION INVERT DEPTH ..5. Q VEL VEL ENERBY SUPER CRIT! CAe HGTI BASEi Zl NO AVBPR ELEV OF FLOW ElEV H~AD GRD. EL- EtEV DEPTH iHA 10 tWo ?IEF: L!ELE~ ::It' SF A~JE HF NORM DEPTH 71:' ~,; ifiififfff.ffffffffffffffif!ffftfffifffffffiitfffttlfitffitfffffftftffffttfffffifififttff.ffifffft!fffff.ffftfif.f.fffifififffifffiffif 11795.78 22.30 J.,j.:j 25.63 160.B 11.57 2.08 27.71 .00 -,3.64 5.()(; .(iiJ ,00 :) ,GO " ,(9301) .00587 . Oil . r' .00 .Ji 1.J.:l 11796.28 22.35 3.48 ..~ "''''. 160,S 11.03 LS9 27,71 ,00 3.64 5.00 .00 .0(; 0 .00 i::J,tic. .16 ,09300 .00523 .00 i I:'~' ,00 . ,..'j 1:796.44 22.36 3.64 26.00 160.8 iO.51 ;'72 27.71 .00 3.64 5.00 .00 .00 i) .00 3. ;8 .00093 .00468 .02 5.1)(; .00 11800.42 22.36 3.81 26.17 160.6 10.02 1.56 27.73 .00 3.64 5,00 .Nl .00 (i .00 14.32 .00093 .00421 .06 ~.O(i .00 . 11814.74 22.38 4.00 26.37 lOlLS " " J.."':: 27,79 .00 3,64 5.00 ,00 .00 (I .00 '1.",0 29.38 .00n93 .(10382 .11 5.00 .00 11844. ,3 22.4(i 4.2i 26.61 IbO.8 9.11 L29 27.9(' .00 3.64 5.00 .00 .00 (\ .Q;) 53.33 .00093 .00351 1" 5.00 .00 . . li59?45 ..~, ,~ 4,47 26.92 IbO.8 8.69 Lit 28.09 .00 3.64 5.(u) .00 Of) (I .(J(i C:c.'iJ 17.55 .00093 .00336 .06 5.O(i .on 11915.Cf) 22.47 ' e~- 27.0(1 i60.8 8.59 1.15 "'.. 'e .00 3,,~4 5.00 .0(; .00 (I .00 '1...1.;) c:l. i,j .00 .00093 .00334 .00 5.tH) ,00 1i9!5.00 ", ., '"" ~~ 0' 160.8 8.59 i.r;:) ",,.., 'e ,00 3.64 5.00 . (it) .no (i .0(1 CI... 't, .:jJ. _ . '~., c:ti.lJ .1 " .00516 /-If;, ?(,,77 t..1IJ€ Z JUrieT STR .01289 . iO .00 Ct?M71?tJL 5t!E silr: 5-R 11922,75 22.51 4.02 26.53 99.9 14.13 3.10 29.63 .00 ;J ...,... 3.00 .00 JJO 0 .00 _.~... 16.11 .00497 .02243 .36 3.00 .00 11938.86 22.59 4.30 26.89 99.9 14.13 3.10 29.99 .00 2.89 3.0(: ,00 .00 " .00 c' . 3~.3(: .00453 .U::.c'tj ")0 3.0(1 .00 ." '5fp ., STATION INVERi ELH WHTER SURFACE PRuFILE LI5TING DSH QUALITY 5UITE5 HOTEL -RCDC- LINE 'I' EHPIRE CREEK TO UIS OF INFO. eTp.. PRuP. R 78-090.072 RWS 3113/89 2:30 PH DEPTH OF FLOW ..5. ELEV it VEL VEL HEAD ENERGY GRD.EL. SUPER eR IT! CAL ELEV EPTH i-i6TI lilA P55 ---- ---~~ P'"> "", 9 BASEl IU ND. ZL NO AVBPR PIER ;.I=LEN SD SF AUE H~ NORM DEPTH Ll\ f**fflffiJiliff***f****fffffffffffiffftfffiffffffffiffttiiiififfffff.iffiffiff***iif!flfiffflfl*****ff.fiffffiii***ttfiififff***ffff i1974.16 22.75 1.21 .00826 11975.37 22.76 154.63 ,02858 ~2130.00 27.18 35.00 .02829 12165,00 28.17 230.21 .02852 . 12395.2! HYDRAULIC JUMP i,:,j";';j,d 34.73 34.73 19.51 .02852 l'J!.j' ...., .....t-'l.J;: 35.29 82.37 .02B52 12497.09 37.64 42.15 .02852 12539.24 38.84 24.94 .02852 12564.18 "'... ~... j'1.J~ i 1.8E .02852 125n.Ui) .-I"'"--T" ~lU!\L! ~ ri !:: l::t" .......!.J 5.68 '1.l;i 5.15 3.'75 p, ~!"t ;:,t::t :::.C::t' 2.40 ':/...... -.....Jd 2.68 28.30 28.44 31.91 33.32 38.46 37.01 37.58 40.04 41.37 42.23 39,89 2.89 42.79 .02750 fiG C()~L 44,8/ 99.9 14.13 99.9 14.13 99.9 14.13 99.9' 14.13 99.9 14.13 99.9 if.3.b 99.9 17.29 99.9 i6.49 99,9 15.72 99.~' 14.99 99.\ 14.29 3.10 .02243 3.10 .02243 3.10 .02243 3.10 .02243 3.1(' 4.62 .02615 4.65 .02477 4.23 .02246 3.84 ""^L'" .1.lCI.1uJ 3.49 .01976 3.17 31.41 31.55 3.47 35.02 3' '''l u.I./.: 5.16 41,59 41.69 42.22 2.04 44.26 45.21 'I:" .,'" '10. jj 45.96 FIJT1/RE .0;/30 .07 JilNCTlt7NcE /NFtJ,cr;e. Pte()I'~ry TC : 4~.()~ =:: ~. K, - .03 .79 r< "Ji .95 c- "..>! .23 .00 C:.tfi .GO 2.89 ,(:0 2.89 .00 2.89 .00 2.89 .00 2.89 .D(I 2.89 .(lO 2.89 .00 2.8\ .00 2.89 .00 .=,lj"" 2.20 2.20 2.2(; 2.20 2.20 2.20 2.20 3.01: 3.0(; 3.00 - ." td'f 3.00 3,(1(; 3.00 3.00 3.(H) 3.00 3.00 3.')') 3.00 .00 .00 0 .00 .no ,(1(: ,00 (: .0(: .00 ,00 .00 (; .00 .0(, .00 .0(: (I .00 .(i(l .00 .00 (I .00 . (it) .vi) .00 (1 .00 .00 .00 .00 (I .00 .00 . I);} . Of) (I .(1(1 .N' .00 .00 (1 .00 .Oi; .(iO .00 0 .00 ,00 .00 _00 () ,00 .00 ~1 . STmON WATER SURFAcE PROFILE LISTING OSH DUALITY SUITES HOTEL -RCOC- LINE '!' ENFIRE CREEr TO ViS OF !NFO. eTR. PROP. R 7B-090.072 RWS 3i13iB9 2:30 PM HNERT OEm ELEV OF FLOW W.S. ELEV Q VEL VEL ENERGY SUPER CRIT!CAL HEAD GRD. El. ELEV DEPTH HGTl OIA P5fa PAGE 10 BESEi ID iW. 2L NO AVEPF: PiER liELEM SO SF AVE HF NORM DEPTH ZR fiff.ffftlfffifiiflfffiifiittiifiififiiiiiffffifiiffiflfiii*ffflfftlifiiffffiffiffifiiifffif.f.f+lffiffiiffiifiifffiiifffffiff**ffiii 12580.00 40.00 12.76 .03461 12592.76 40.4~ HYORAULl C JUMP ~2592.7t 40,44 38.2B .03461 12631.04 41.77 226.70 .0346! . .M," _, L::lj",i.f..J 49.61 1 04.11 .03461 129bi.B5 53.22 47.88 .03461 13D09.73 54.88 29.67 ,03461 13039.40 55.90 20.35 .03461 13059,75 56.61 !4,67 .03461 13074.42 ~.. " ..../.11 10.77 .03461 13085.19 57.49 . i ,Clt .03461 4.81 4,56 I. /7 1.77 1.Bl 1.BB i. 96 2.05 2.1' 2.24 2.35 44.B! 4~,OO 42.22 43.54 5i.42 55.10 56.B~ 57,95 58.74 81.6 i 1.54 BI.6 11.54 81.6 18.75 81.6 18.75 8l.6 18.3! 81.6 :7.46 81.6 16.65 81.6 15.37 B1.6 15.14 59.35 -.. 8Lb 14.4~ 59.83 81.6 13.76 2.0'/ .01497 2.07 5.46 .0346B 5.46 .03366 5.21 .03077 ~.74 .02729 4,31 .02425 46.88 .DO . !9 47.07 .00 47.68 .00 1.33 49.01 .00 7.63 56.64 3.20 59.84 .00 1.31 61.15 .00 .72 3.92 _ 61.8? .00 ,02159 3.56 .01929 3.24 .01732 2.94 .Ot564 .44 62.31 .28 62.59 .1;' ~2. 77 .00 .12 2.79 2.79 2.79 2.79 .00 2. ?9 2.79 :J "0 .....f. 2.79 .00 ~. -' , .00 .:::.t'f 2.79 1. 77 1.77 1.77 1. 77 1.77 1. 77 1. 77 1.i.' 1. 77 3.00 i "i'i ~ , t , 3.00 3.00 3,00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 .01, .00 0 .0,:, .00 .00 ,00 (I .(1(' .00 .00 .00 (I .00 .00 .00 .00 (1 .00 .00 .00 .00 0 .O(i .00 .00 .00 0 .O( .00 .(1(; .O(i (i .0(' .00 .00 .00 0 .oe' .00 .00 .00 0 .OD .00 ,(Ii) .00 i) ,(10 .(10 .00 .00 (; .00 .(l(1 ?~ . WATER SURFACE PROFILE LISTINe QSH QUALITY SUITES HOTEL -RCDC- LWE Vi" EMPIRE CREEK TO U/S OF INFO. CTR, PROP. R 78-090.072 RWS 5/15/89 2:30 PM STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV Q VEL VEL ENERey HEAD GRD. EL. SUPER CRiTICAL ELEV DEPTH HGT! DiA P57 ,- PAeE It Bm/ In NO. ZL ND AiJBPF; FIER LlELEii SO SF AVE HF NORM DEPTH 2? fiifffflfffi+fifilffff.ffl**fiflfffflffffllffffflflffffffffflfiifffffffiiffffffffffllffffffffffifff.ff.ff.f.fffffff.f.fffffffffffffffff.lf . . 13092.S5 57.'/5 5.07 .03401 15097.95 57.,5 2.07 .03461 13100.00 58,00 WALL ENTRANCE 13100.00 58.00 2.47 bO.22 c .O~ 60.54 2.79 bO.78 2.7, bO.79 B1.6 15.12 2.68 62.89 .01427 .07 81.b 1'" r' 2.43 62.97 ic.,Jl .01331 .05 81.6 11.92 2.21 62.99 81.6 11.92 2.21 62." .00 2.79 ,QO :::.!-: .00 2.79 ,Of) 2.79 '1.7! 1.77 3.00 .00 .00 (1 .Ni .00 .00 (1 .00 ,(Ii) .CO 0 .00 .00 .00 0 ,00 5.00 .00 2.00 .00 5,00 .00 ~ psg .1 QSH QUALITY SUITES HOTEL -RCDC- LINE '1' EMPiRE CREEK TO UiS 0; INFO. CTR. PROP. R ?8-090.072 RWS 3/13/89 2:30 PM 866b.82 .J CXE R 8686.35 3705.88 B725.41 T CXt 0 .. " 3744.14 8764.47 .1 CXE R .8784.00 B803.53 .J OlE R 8823.06 8842.58 .i ClE R 8B62.1i T I"" R .. t!t 8881.64 .1 IHE R 8901.17 8920.70 8940.23 8959.76 8979.29 8998.82 9018.35 9037.88 9057.41 9076.94 . 9096.47 9116.00 9135.53 9155,06 INS R 9174.58 XHE H 9194.12 CXE R 9213.64 '1t:.,j,j,l! CXE F 9252.70 9272.23 9291. 76 CXE R ......1' ..., 't..111.i:.i 9330.82 9350.35 CXE R 9369.88 9389,41 9~O8.94 XHt R ...,::)... '''' ')"h..t.<fi 9448.00 9467.53 9487.06 IHE R 9506.59 9526.12 9545.64 9565.17 IHE R . 9584.7(1 9b04.23 9623.76 9643.29 9662.82 f.IJ .9652.35 9701.88 ~721.41 ~76fj,47 9780.00 P59 1799.53 9819.06 lHE "--------R--- 9838.59 XHE R 9858.12 XHE R . 9877.64 IHE R 9997.17 9916.70 WX E R 9936.E3 9955.76 WeHE R 9975.29 WCHE P. 9994.82 10014.25 WCHE R 10033.88 10053.41 "r';.r E R W\.t., 10072.94 wCH E R 10092.47 10112.00 HeH E R 1Q121.53 weH E F; 10151.06 10170.59 W X E R 10190.18 W CH E r ,\ 10209.64 10229.17 10848.70 i YYWYCVYH E WX 1026B.23 J XH E R 10887.76 10307.29 ex E h 10386.82 i0346.35 ex E Jl 10365.BB CHW - R . 10385.41 10404,94 10424.47 104~4.00 10463.53 10483.06 1050:.59 i0522.12 10541.t5 10561.17 1(1580.70 10600.23 10619.76 10639.29 10658.B2 10678.35 CH ti E F; , 10697.88 10717.41 10736.94 eH W - R 10756.47 10776.00 10795.53 i0815,06 10834.59 10B54.12 CH W E JX . 1Osn,65 c H H- R JOB93.17 10912.7(- ,...n",... ~". 1tJ't.::!c:.,-,J i0951. 76 <,\ I0971.~9 10990.82 U()10.35 - H " E ]X 1104;..41 C W I , l! 068.94 C WI P0D 11088.~7 1110B.00 -_._~.-.-~-- . 11127.S3 C lOX f: i 1147 .Ob e WHE R . 11166.59 e wHE R ii186.12 e "He R 11205.65 e WHE f: 11225.17 11244.71 11264.23 L "HE R 11283.76 !1303.29 1132U2 :1342.;1S 11361.88 11;181.41 11401}.94 ,- WI 11 11420.47 XH E R 11440.00 11459.S3 11479.06 ex E R il498.S9 ex E n 11518.12 eHW E R 11537.65 1155i.18 11576.71 ,11596.23 l HW E R li615.76 e HW E R 1163S.29 e HW E R li654.82 e H W E R . 11674.35 C H II . JX il693,88 e H w E R 11713.41 e H W E 11 ,......-~ .... [ H W E R LUj...'t'! 11752,47 e H W E JX 11772,(1(1 e H II E " 11791.53 C H Ii" ". 11811.06 c H ;.i E JX I1B3(i.59 C H W " H l!8S0.12 e H W E R 11869,b5 c H WE R 11389.1B . I t R 1!908.7; e 1 - R i192S.23 ~ e H E R 11 947.76 W C H . R !1967.29 He H . R ll986.8E we HE R 12Q06.35 we HE R 12025,88 we H' R 1204S.4! HC HE R 12064.94 I HE R 12094,47 X HE F: lE104.00 I HE R 12123,53 e_HE f. 12143.06 ew x R . 12162.59 c WHE R " 12182.12 C WHE F~ 12201.6~ 0 WHE )" - .. 12221.18 , W . E 1.r;1/ 12240.71 I II E H 12260.23 CH II E R 12279.76 eH ;) E R 1??l?t??i '{ II E ~; ,,.....-,'"',, ".'- !.C,:",Jo..j;) 12357.88 12317.41 12396.94 12416.47 12436.00 . 12455.53 12475.06 12494.59 12514.12 12533.65 12553.18 J2572.71 12592.E4 12611. 76 ,~......, "0 LeO':;], .c! 12650.B2 12670.35 12689.88 127(i~' .41 12728.94 12748.47 12768.00 12787.53 12807.06 12826.59 12846.12 12865.65 12885.18 12904.71 12924.24 12942.76 . 12963.29 12982.82 13002.35 12021.88 13041.41 13060.94 1308(L 47 13100.0(1 . 6.47 12,12 ,.. .,... 11 011 'J'" .... ....:l.-'t,j 29,08 34,73 Pial XW WX WI E E '--~-----;-~"" R R E WI E R W" , R .\ E R I , JI I X W E R I I . E R W I E F: W ): E ~' W I R WCH E R W~ E F WI E R licH E F HX E R WI , F: 40.38 51.69 57.34 62.99 46.04 (}7 ----~~- .iN 0 T E S . . 1. SLOBSeRY I = INVERT ELEVATION C = CRITICAL DEPTH W = ~ATER SURFACE ELEVATION H = HEISHT OF CHANNEL E = ENERGY GRADE LINE I = CURVES CROSS INS OVER f = BRIDSE ENTRANCE OR EXIT Y = WALL ENTRANC: Oh EXIT 2. STATIONS FOR POINTS AT A JU~P NAI NOT BE PLOTTED EXACTLY Pb..<.. INPUT FILE LISTiNG Pb3 .-,... "SH "UA' IT" "UI"" "O""L RCD" LI"- '2' . \1 ~ l;i d .... T ~ t t~ NIt. - \..- Nt 1-2 'A' ST. C.B. NO.2, 36' RCP, LB., ~ 4B' RCP T3 R i8-090.0i2 RWS 3/13/89 4: 12 PM SO 1000. 22.50 1 2Ui R 1056.26 22.60 1 R 1090.03 22.66 1 42.00 R lli9.51 22.83 JX 1185.09 23.69 " . 2.1 23.54 15.~2 R 1185.10 23.iO 0 - R 1186.11 23. it 2 'I:' ,. :.t,J.V R 1193.31 24.3i < R 1245.86 24.50 2 WE 2 SH 1245.86 24.5 2 .t II t.. / /}jc 2 pp /057~ SP WATER SURFACE PROFiLE - CHANNEL DEFINITION LISTING rASE CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV YO; Y(2) ViS) Y14) Y(5/ Yio) VO} Y(8) Vl9i 'Utilj CODE NO TYPE PiERS WIDTH DIAMETER WIDTH DROP CD 1 4 4.00 eCO 2 4 3.00 CD 3 4 2.00 PAGE NO WATER SURFACE PROFiLE - TITLE CARD LISTING HEADING LiNE NO 1 IS - OSH DUALiTV SUITES HOTEL -RCDC- LINE '2' HEADING LINE NO 2 IS - ~AI ST. LB. NO.2, 361 RCP, T.S., & 4tP RCP HEADING LINE NO 3 IS - K 78-090.072 RWS 3i13/89 4:12 PM e cJ<. PiPLj -- PAG( NO- -2-- WATER SURFACE PROFI~E - ELEMENT CARD liSTING .' ELEHENT NO IS A SYSTEM DUiLEi f UIS DATA STATION 10M,GO . . INVERT SECT 22.50 W S ELEV 26.77 f:AD IUS ANGLE P,& PT MAtJ H .:/1 ,00 .0(; (1 RAD IUS ANGLE ~,NG Pi MAli H ,00 43.0(j ,(if; (I RAJ1U~: AN5LE Arm PT MAli Ii .0(1 .00 .00 0 ~LEMENT NO - IS P REACH . . . UiS' DATA STATION INvERT SECT N 1056.26 22.6{) ",. ,Vltt EL EMENT NO 3 IS H REACH . , . UiS DATA STATION ItNERl SECT N i09{i,03 :::e.ot- .Ol~ tL':rltJ'i: NO . 1::1 A REACH . . . Ui5 DATA SiATIm~ iNVERT SECT N 11!';'.~1 22.83 .0i4 ELEMENT NO " IS A Jm~CTI[lN . . , f f f u/s DATA STATIDN INVERT SECT LAT-l UH-2 N 03 Q4 IN\JERT-3 INVERH PHI 3 PHI , 1185.09 23.611 2 3 0 .014 2.1 .0 23.84 .00 ,~ ~~ .00 IJ.:Ic ELtJiENT NO 6 IS A REACH . f , "'r:: DATA STATiON INVERT SECT N Ut, 1155.10 23.70 2 .014 ELEMENT NO i 1& A REACH . f f . U/S DATA STATION INVERT SECT N 1186.11 23.71 2 .014 ELEMENT riD B IS A REACH . . . UIS DATA STAnmi INVERT SECT N :.1'tJ,.:ll 24.37 2 ,014 ELENENT riD u IS A REACH . f f UIS DATA STATlm~ INVERT SECT N 121;5.86 24.50 c .Ol~ ELEMENT NO 10 IS A WALL ENTRANCE . U/5 DATA STATION INVERT SECT FP 1245.86 24.50 2 .500 ELEMENT fm 11 lb A SYSTEM HEADWGRrS f Ul5 DATA STATlON INVERT SECl 1245.86 :"i.J\i t Ne EDIT ERRORS E~COUNTERED-COMPUTA1IDN IS NOW BE6INNINb RADIUS ANGLE ANS PI HAl, M ,co .Ot) .00 (i RAD IUS ANSLE ANE Pi HAIl H .0(1 ,00 45 .(!(~ (j RADIUS ANGLE AN; PI MAN il ,()t: .(li) .00 0 RAD IUS AriGLE A~t PT MAN H .00 .f.iO ,00 if W S ELEV .00 ff WARNINB NO, 2 ff - WATER SURFACE ELEVATION 3IVEN IS LESS THAN DR EQUALS INVERT ELEVATION IN HDWrDS; ~.5.ELEV = !Nv ~ DC . I fP . WATER SURFACE PROFILE LISTING uSH QUALITY SUITES HOTEL -RCDC- LINE '2' lIAlI ST. C.B. NO. 2~ 3f'1 RCP, T.S.~ & 4BlI RCP R 70-090.072 RHS 3Ilei89 4:12 PH STATION INvERi DEPTH W.S. ELEV D' FLOW ELEV UELEN so ~ VEL YEL ENERGY SU~ER C:RITICAL HEAD SRD. EL. ELEv DEPTH SF AVE HF NORN DEPiH Pbb _.-r-rrot--l H5T! BASE; c... NO AVBPR DIA IJ NG. P!~~; *ftff.J.ffft*if*f.*iii*ffiftiffi~tiif.ii*fif.tf.fiifff.*fJffffi~f*if.if~f.ff.~ffftff.f*!f.fffff.f.f*f.tf.f.ffif.f.ff.*f.iiff.f*ftfff.ftf.ff.tift!f.tff.lfffii 2[;: . . 22.83 4.37 ~27'20 '041" I-/G, -'7/_"2a ..., 'C()AJ~L '-IP.";/(/ ..~ ,... l' "I;"I:: ~,:l.o'1 1.80 .:5..J..1 1000.00 22.50 56.26 .00178 i05b.26 22.60 33.77 .00178 1090.03 22.66 89.48 .00190 1179.51 JUNCT SiR 1185.09 .Dl .99905 1185.10 23.70 l.Q~ .00990 !18f .11 23.71 .97 .09167 1167.10 23.80 J ,'tr:. .09167 1189,02 23.98 1.53 .09167 1190.55 2~,12 1.19 .09167 U91.74 24.23 .86 ,n9167 4.27 26.77 4.29 26.8) 4.35 r.r.ln I.E7 ,t: e'" ........,J! I.E6 25.57 1.90 2~. 70 1.98 25.95 2,06 26.18 2.16 26,38 6L5 4.89 61.5 4.89 61.5 ~.89 .(:0213 .00213 .00213 6L5 4,89 ,j,' .' , lIllJE 2' A :SEE @ 59.4 12.88 2.50 59.4 12.84 59.4 ii::.tlC' 59.4 i2.6i <::~, ' ",':.I.f 12,02 51,4 !l.l.ft 59.4 10,93 .01831 ~.Jv .01830 2,58 ,ornE .:.4,. .01643 2.25 .0;460 :.04 .D1301 1.86 .01163 .37 27.14 "" :i' c.J.l,.t. ,37 27.39 27.58 2B.13 28.13 .02 28,15 .02 r.tI.ii .ti3 ;:tJ.:.1..1 ,02 C::.~: .02 28.24 .01 .ie: .07 .! 9 .00 .()(1 .00 .00 .M .00 .00 ,00 .(i(i . (H) ,(il' ,(j{i 2.3f , ^' ....j;:. 2.36 .:.~v 2.49 2.49 :.'t't 2.49 2.49 2.4l1 2,49 4.00 4.00 3.54 ~,37 Lib 1. Ui 1.1e Lit. 1.16 4.00 4.00 ~.oo 4.00 3.00 '" .00 3.NI 2.,Oi) 3.(:(1 3.()(i ,:l.Ut) 3,00 .00 ,co (I .0(1 .00 ,oe, ,Ol! (, ,vi) .(JO .00 .00 v .00 .00 , .00 .00 0 ,00 .00 .00 .0(1 ij .0Ci .V~I .O(i .00 .:) .l)l) ,00 .l.H.I ,00 " .00 .00 ,(it) .00 i) .0(, ,00 .00 ,00 I' .00 .00 ,GO .00 ,0,) .00 ,eo .00 (1 .00 .OG ~ . . 1000,(10 .1 1005.02 1010,04 1015.{~5 U)20.07 iiE5.l)9 1030.11 1035.12 1040,14 lOL;5.1t, 1(;50.18 1(:55.19 1060.21 1065.23 1070.2S 1075.26 1080.28 1085.30 1090.32 1095.33 1100.35 il05.37 l11Q.39 1115.40 i120.42 1125.44 1130.46 1135.47 1140.49 114~.5i 115Q.53 1i55.54 11b'}':;6 1165.58 1170.60 11::;.6! ilBO.63 1185.t.5 1190.6~' 1195.68 1201),7:) 1205.72 i210.74 i215.7~ 1220,77 1225.79 1230.81 lC:j3.8: 1240.84 12~5.86 . 22.50 aSH QUALITY SUiiES HOTEL -RCuC- LINt "2n !!A~ 51. C.B. NO. 2~ 361 RCP~ T.S., ~ 4S" RCP R 78-090.072 R;;5 3113;'89 4,12 PIi PIo1 c H w .. " c H;; > R c H .1 E ~ H ;; - ]X ;; l H - R r C fi E R ~ " H E R W , H E F: W C H " F:: w C H > R . C H " F: ii c H E R I ii C H E R I H - " , C ;; H E R C W .. E Fe - E R 23.1.~ 24.36 24.98 25.60 26.8~, 27.47 28.0Q 23.71 (qifJ ;::;:;,{il: to.t,:' e1. e e Plog NDTES GLOSSARY I = INVERT tLEVATIO~ C = CRITICAL DEPTH ~ = wAiER SURFACE ELEVAT!O~ H 0 HEIBHT OF CHANNEL E = ENER6Y GRADE LINE X = CURVES CROSSINS OVEF B = BRIDGE ENTRANCE OR EXIT Y = .ALL EeTRANCE OR EXIT :, STATIONS FOR POINTS AT A JUM' MAY NOT BE PLOTTED EXACTLY <qo.., INPUT FILE LISTINS .~1 OSH OUALITV SUITES HOTEL -RCDC- LINE '2A" T2 'A' ST. C.B. NO.3, & 18' RCP T3 R 78-090.072 RWS 3/13/89 4:22 PM SO 1000. 22.95 1 R 1044.79 25.16 1 liE I SH 1044.79 25.16 26.38 i /NE "2/l" pp /?J57? SP HATER SURFACE PRDFILE - CHANNEL DEFINITION LISTINS PbQ PAGE CARD SECT CliN NO OF AVE PIER HEISHT 1 BASE ZL ZR IN, y(!1 V(2) ,(31 '1(41 '1(51 '1(6) '1(7' ,(8) '1(91 'Iii')' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 4 . heAD INS LINE NO I IS - HEADING LINE NO 2 IS - HEADINS LINE NO 2 IS - . 2.00 WATER SURFACE PROFILE - TITLE CARD LISTING OSH QUALITY SUITES HOTEL -RCDC- LINE '2A' 'A' ST. C.8. NO.3, & IS' RCP R 78-090.072 RHS 3/13m 4:22 PH PASE NO ,,\0 WATER SURFACE PROFILE - ELEMENT CARu LISTING . <i '.-NT "0 ___:It . ft 1 I S A SYSTEM OUTLET . UIS DATA STATION 1000.00 . INVERT 23.95 "''':''T ::t...; W S ELEIJ 26.38 ELENENT NO 2 IS A REACH . . . U'" DATA STATION HiVER: SECT ':b 1044,79 25.16 ELEMENT NO 3 IS A WALL ENTRAN:E . UIS DATA STATION INVERT SECT 1044.79 25.16 N .014 FP .500 ELENENT NO 4 IS A SYSTEM HEADWORKS , UIS DATA STATION INVERT SECT 1044.79 25.16 1 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNIN, f ~; S ELEt; P10 ----- -~-----Fp.SE NO _ RADIUS ANGLE 4N3 Pi I'1~N H .00 ,GO ,0(; (} .0(: .. WARNING NO. E ff - WATER SURFACE ELEVATION BIVEN IS LESS THAN 0, EQUALS INVERT ELEVATION IN HDWKDS, ".S.ELEV = IN, + DC . . '\' . WATER SURFACE PROFILE LISTINS uSH QUALITY SUITES HOTEL -RCDC- LI~E "eA' "AE ST. [,B. NO. 3, ~ IS! Rep R 78-090.Q72 RWS 3/13/89 4:22 PM SiATION INVERT DEPTH ELEV OF FLOW LitLEM SD H.;:.. ELEV o VEL ""'1 ,<. HEAD ENERGY GRD.EL. H::- SUPER ELEV CRITICAL DEPTH ImRr: ",,'TH HGT! DIA P7/ PAGE BASEl Iii NO. ZL NO ,A\'8FR "ER SF lNE ZR ffiififif*ff.ffif.ff.fff.fl*tf.f*ff.!ftf.f.f.ff.fff.f*~f.*ffffif*iiiiif.f.f.ffffff.f.fiiffiff.f.f.fff.f.ifiiiiiff.fiff.*f.t.tffiftffif.ifif*t~*f.f.f.iiflif.f.if.f* . . 1000,00 ~~.qJ 16.10 ,02702 lfJlt.10 24.32 6.84 ,02702 1;)22.94 24.5'7 3.95 .02702 1026.89 24.68 3.20 .02702 1030,09 24.76 ~ p~ .02702 1(;32.9(l 24.84 2.51 .027(i~ l(i35,~1 24,9i 2.28 .02702 1037.&9 24.97 ::.1::: .02702 l(i3~ .3') 25.02 1. 92 .02702 1041.72 2~.08 1,79 .02702 1043,51 ::1= ." ...J.1j 1 -- ". ,0270? 2.43 2.00 1.81 1. 71 1.62 1.54 l.q :.'1:' 1.35 1.:::'1' l' .2~ 26,38 26.38 20.38 ~-, "'''1 c:t.j{j ~' ..." ....0 ,,:Hi 26.38 26.38 C:~.j/ 2~,.37 ~' 'J"'- ,-o.~,l 26.36 2.7 3.7 - 7 j" 3.7 3.7 3.7 3.7 ':::.l 3.7 1.18 .O(l03~ 1.18 .OO(i29 i.2~ .00028 1.30 .00030 1.36 ,00033 1.43 ,0(1037 i ,41' .00041 ! .)1 ,(i(}(l46 11,[0 ..u. .{10052 1.72 .00059 ~ .oj .0(,065 Cl~ .'. 26.4(i .u.: r.' '\ Cu.if. .(J2 26.4i .03 2;,41 ,- .,..j ;:I' '1 ..o,If. .03 26.41 .03 :::\:1,"1: .04 .J' '\ ~C.'L. .04 26,41 .05 26.41 ,U~, 26.\2 ,00 .00 .00 -, .V\.' .00 .00 .00 ,00 .00 ,00 .00 ,00 ,00 .00 ,00 .00 .00 .0(; .00 .iP.! .N, .00 ,~7 .;7 .67 .67 .67 .f? ,67 ,~l .67 .6'1 ~o ..../ :,00 ,4~ 2.0CI .~4 2,1)0 .k 2.00 .44 2.00 .44 2.00 ,44 2.0(; _!.~ ~,f)O ,4~ 2,00 , ~4 2.00 .44 :,00 ,4b . (h) ,(;;) (; ,(Ji) .Ut! ,(iO ,(:(1 0 ,00 .00 ,00 ,00 Ji ,OCI . Of! .00 .00 0 ,00 ,00 .O(l .00 (I .QO .00 .OD .00 G ,0(1 .Oi) ,(H) ,1)0 Ii ,(;(; .(l(J ,00 .0(1 0 .00 .00 ,00 .00 I.' .00 .M; ,00 ,(1(; 1) .(1) ,Ot"; ,00 ,(j[) (1 ,()O ,I]:) ,,\1-' . STATiON P7~ p~aE--2 NATER SURFACE PRDFILE LISTING aSH QUALIiV BUIES HuiEL -RCOC- liNE !'2AII 'A' ST. C.B. NO, 3, ~ 18' RCP R 78-090.072 RwS 3j13/8~ 4:22 PM INVERT DEPTH t.;. D VEL \,'"' ENERGY SUPER CRITI~AL HGT! BASEl ZL ,,^ AVBPF; it\.. l~li EL~V OJ:' FLD. ELEV HEAD GRD.EL. ELEV DEP1H DIA ID NC. PIE~: SO ~t AVE Hi: NOR~ DEPTtJ ZR UHEK If!*ifffJ*f!tf.f.tii*ffiiif.fffff~f*ifi*fifffii*fiftf.iffi*ftffi*ff*fi*itf.ffff*J.+f.i~f.*tfff.ftfi~if.fff~**f.i~f~fffff*iif.ifff+ff*~ff.!f+'ff . . i04~. 79 W~LL ENTRANCE 1044.79 25,16 26,36 1.88 2,00 ,~i(j .00 .00 0 .O{) ,(Ii) ,M (; .' ,05 26.42 ,(l(1 ,67 t,I::') ,j,t 25; 16 ".r: .'j,-' 2,OD r-r, ,I}"-' 2;.42 .(l) 1.20 26. 36 3,7 i.''j{ .~f '\"!? . . 1000.00 T " 1(100.91 lW1.B3 1002.74 1 (;~)3. 66 1004.57 1005.48 1006.40 1007.31 100B.23 1009.1~ 1010.05 1010.97 101 L8S i012.80 10!3,71 1014.63 1015,54 1016.45 1017,37 101B.2B 1019.20 1020.11 1021.02 1021. 94 1022.85 1023.77 102~.68 10~5,59 1026.51 1027.42 1028. 3~ 1"...... ,,~ ~Vc'l' .r:;; 1030.16 1(i31.08 i:}3i.99 1032.91 ;'lJjj,C;: 1034. 7~ 103S.65 1036.56 i027.43 iC'38,39 1039. ~.i 104,).22 1i)41.13 1042.05 1042.% i043.aj iO~4.79 . c':;.'1j QSH QUALITY SUITES HOTEL -RCDC- LINE ~2A~ FAt 51'. C.B. NO.3, & 1en RCP R 7B-090.072 RWB 3/13/B9 4:22 PM \.....~---~----~-~- P73 c H wE c XE ~ c wE ~ c WE H c " f;E H c wE H c W.E ~ c WE H c we. iI c ;.It H R R R R f; E p p C Wt H h I Y yyyvyv yy vy y yy yyy y yy C 'fY '{ yyyyy yyv y YY YYW E iYY Y rV Y '(( yy y yy y'('( y Y YVYY H , U:: . elf.:::; 24.59 ~(I, :n:~ 26.84 24.91 ..,~ ~e: CJ,-.i... ;:J' ....-. _t.,.;::) ,,:J,t.,:l ::J,::t! 21, i; '\~ P71 Ii aTE 5 .'11 0' Mn..,,, . O!..L';,bHtO I = iNVERT E~EVATIGN C = CRITICAL aEPTH W = WATER SURFACE ELEVATION H = HEI5HT OF CH~NNEL E = EIiERGY GRADE LINE X = CURVES CRDSSIN& OVER B = BRIDGE ENTRANCE OR EXIT Y :: ~ALL ENTRMKE OF,' EX Ii ~ SiATIONS FOR PDINTS AT A JUM~ KAY NuT B: PLOTTED EX~STLY . . /' ,\"J . iNPUT FiLE LISTIN6 .., ./ L /IIJE I/) pp /tJS7~ Tl QSH QUALITY SUITES HOTEL -RCOC- LINE 'lA' T2 C.B. NO. 1, ~ 24' RCP FRO" LAKE, COHN.. 14+00 LiNE '1' T3 R 7a-090.072 RWS 3i13/a9 4:00 P" SO 1000. la.85 1 23.24 R 1017.26 la.91 R 103a.5 20.5 1 WE 1 SH 103B.5 20.5 1 SP WATER SURFACE PROFILE - CHAHNEL DEFiNITiON LISTIN6 P75 PAGE CARD SECT CHN NO OF' AVE PiER HEi6HT: BASE ZL ZR iNV Yiti Y12; Y(31 YI41 YI51 Yi61 Y(71 YISI YI91 mOl CODE NO TYPE PiERS WIDTH DIA"ETER WIDTH DROP CD 4 . HEADING LINE NO 1 IS - HEAD INS LiNE NO 2 15 - HEAOINS LINE NO 3 IS - . 2.00 WATER SURFACE PROFiLE - TiTLE CARD LISTINS aSH QUALITY SUITES HOTEL -RCDC- LINE 'IA' C.B. NO. 1, ~ 24' RCf FRO~ LAKE, CONN.. 14+00 LINE '1' , R 78-090.072 RWS 3/13/B9 4:00 PM PAGE NO 1Y P7b WATER SURFACE PROFILE - ELEMENT CARD LI5TINB ELEMENT NO 1 IS A SYST,M OUTLET . . . . UIS DATA sm iON INVERT SECT 1000.00 IB.85 I ELENENT NO 2 IS A REACH . . . UIS DATA STATION INVERT SECT N 10ti.26 18.11 1 ,014 ELENENT NO 3 IS A REACH . . . UIS DATA STATION INVERT SECT N 1038.50 20.50 I .014 ELENENT NO 4 15 A WALL ENTRANCE . UIS DATA STATION INVERT SECT FP 1036.50 211.50 1 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS . . UIS DATA STATION INVERT SECT 1036.50 20.50 1 NO EDIT ERRORS ENCDUNTERED-CONPUTATION IS NOW BESINNIN. W 5 ELEV 23.24 RADIUS ANSLE ANS PT NAN H .00 .00 .00 0 RAD lUS ANGLE ANS Pi NAN H .0') .00 . (~(j 0 W S ELEV .00 'i WARNIN. NO.2" - WATER SURFACE ELEVATION SIVEN IS LESS THAN DR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC / PASE . WATER SURFACE PROFILE LISTINS gSH OUALITY SUITES HOTEL -RCDC- LINE 'lA' C.B. NO. 1, ~ 24' RCP FRON LAKE, CONN. . 14+00 LINE 'I' R 78-090.072 RWS 3/13/89 4:00 PH STATION INVERT DEPTH W.S. a VEL VEL ENERSY SUPER CRITlCAL HSTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD SRD.EL. ELEV DEPTH DIA 10 tm. PIER LlELEN SO SF AVE HF NORN DEPTH ZR ffffffifffiffillffflllllllllliiflllllffillllffflllllfl1IIIfilffllllft++flffllfffl+llllfffffilifi+fffffliflllIlfffiffffflffllf!fffl 1000.00 18.85 4.39 23.24 6.6 2.10 .07 23.31 .00 .91 2.00 .00 .00 0 .00 17.26 .00348 .00099 .02 l.04 .0') 1017.26 18.91 4.35 23.26 6.6 2.1(' (I" 23.33 .00 .91 2.00 ,i)O ,1)(1 i) .00 ., 21. 24 .07486 .<10099 .02 ,46 ,00 WALL ENTRANCE .00 1038.50 20.50 2.78 23.28 6,6 UO 0" "~ ""::: .00 .91 2.00 . 10 .00 Q .00 . , ~~..:lw . ","\ QSH QUALITY SUITES HQTEL -RCDC- LINE 'lA' C.B. NQ. 1, ~ 24' RCP FROM LAKE, CONN.. 14'00 LINE 'I' R 78-090.072 RoS 3/13/B9 4:00 PM P77 . !OOO.OO .I C H W E 1-; 1000.79 1001.57 1002.% 1003.14 1003.93 1004.71 1005.50 1006.29 1007.07 1007.86 1008.64 1009.43 1010.21 1011.00 1011.79 i012.5? 1013.36 1014.14 !01U3 1015.71 1016.50 1017.21 I C M WE R 101B.07 1016.86 . 1019.64 1020.43 1021.21 1022.00 '- 1022,79 1023.57 1024.36 l(i2:.g i025.93 1026.71 1027.50 1028.29 1029.07 1029.86 1030,64 1031.42- 1032.21 1033.00 1033.79 1024.57 1035.36 1036.14 103b.93 1037.71 1038.50 IYYYYYYYYYYYYYYYYYYYCYYYYYYYYYYYYYYYYYYYYYYYYH W E. WE . 18.85 19.30 19.75 20.20 ?-, 'r 21.10 21.55 22.00 22.45 22.90 'J'" ".. ...1),0..1 ...<:1..:1) '110 .L . . P79 NOTES '---------- --- ELOSSARY ! = INVERT ELEVATION C = CRIT!CAL DEPTH . = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LiNE 1 = CURVES CROSSING OVER 6 = BRIDEE SNTRAlICE OR ElIT Y = WALL ENTRANCE DR EXIT 2. STATIONS FOR POINTS AT H JUMP NAY NuT B~ PLOTTED EXACTLY -'\'\ INPUT PILE LISTING P79 Tl Q5H QUALI"Y SUITES HDTEL -RCDC- LINE "lB" .~2 RISER ND. I, & 24' RCP FROM PRKG., CDNN.. 14+80 cINE 'I' T3 R 78-090.072 R.S 3/13/89 4,08 PM SO 1000. 18.41 I 23.50 R 1017.96 lB.55 I R 1042. 20.5 1 , WE 1 SH 1042. 20.5 1 i INE: ";B" PP /tt;57'j SP NATER SURFACE PRDFILE - CHANNEL DEPINITIDN LISTING PA8E CARD SECT CHN ND DF AVE PIER HEIGHT I BASE ZL ZR UN Y(1) Yi21 V(3) V(4) Y(5) Y!6i Y(7) V(8) 1(9) mO) CODE NO TYPE PIERS WIDTH DIAMETER NIDTH DROP CD 4 2.00 PASE ND NATER SURFACE PRDFILE - TITLE CARD LISTING ~EADING LINE NO 1 IS - QSH QUALITV SUITES HDTEL -RCDC- LINE "IB' HEADING LINE NO 2 IS - RISER NO. 1, ~ 24' RCP FROM PRKG" CDNN.. 14+80 LINE 'I' HEADING LINE ND 3 15 - R 78-090.072 RWS 3/13/89 4:08 PM . ~o PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING P ~ 0 ELmNT NO 1 IS A SYSTEM OUTLET f f f . UIS DATA STATION INVERT SECT 1000.00 18.41 ELENENT NO 2 IS A REACN f f f UIS DATA STAilON INVERT SECT N 1017.96 18.55 1 .014 ELf1iENT NO 3 is A REACH f f f UIS DATA STATiON I WERT sm t~ 1042.00 20.50 1 .014 ELENa/T NO 4 IS A WALL ENTRANCE f UIS OATA STATION INVERT SECT i=p 1042.00 20.50 1 .500 ELftifNT NO 5 IS A SYSTEM HEAOWORKS f f UIS DATA STATION INVERT SECT 1042.00 20.50 ! NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNiNG -----.-- -- -------.-.-- W S ELEV 23.50 RADIUS ANGLE ANS PT MAN H .00 ,00 .00 0 RADIUS ANGL, ANG PT NAN H .00 .00 .00 (I W HLEV ,00 ff WARNING NO. 2 ff - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EOUALS INVERT ELEVATION IN HO.KoS, ..S.ELEV = iNV + DC PAGE WATER SURFACE PROFILE LISTING . DSH DUALITY SUITES HOTEL -RCDC- LINE 'lB" RISER NO. IJ ~ 24' RCP FROM PRKG., CONN. . 14+80 LiNE 'I' R 76-090.0if RWS 3/13/69 4:0B PM STATION INVERT DEPTH W.S. D VEL VEL ElIERBY SUPER CRITICAL HGTI BASEl ZL NO AVB?R ELEV OF FLOW ELEV HEAD eRD.fL. ELEV DEPTH DiA 10 HO. PIER LlELEM SO SF AVE HF NORM DEPTH ZR fffffffffffififfffffffffffffffffffitfffflfffifffffffffffffiffffffffffiffffftffffffffffffffffffffffififfififffffffffffffflfffffifff 1000.00 lB.41 5.09 23.50 6.9 2.83 .12 23.62 .00 1.07 2.00 ,(h; .00 (I .00 17.96 .00779 .00160 .03 .97 .00 1017.96 IB.55 4.96 23.53 B.9 2.63 .1E 23.66 .00 l.D7 2.00 .OQ .00 ,) ,00 24.04 .06111 .00180 .04 .52 .00 WALL ENTRANCE .00 1042.00 20.50 8.0S 23.58 " 0 2.83 J" 23.70 .(;0 1..07 2.;,)0 .00 .00 0 .00 0.. ..< . ~\ . . 1000,00 .1 1000.86 1001. 71 1002.57 1(103.43 1004.29 1005.14 1006.00 1006.36 1007.71 1008.57 1009.43 1010.29 1011.11; 1012.00 1012.86 1013.71 1014,57 1015,43 1016.29 1017.14 1018.00 1018.86 1019,11 1020.57 1021.43 1022,29 l(i~3,14 1024.00 1024.86 1025.71 WEb.57 1027.43 1028.29 1029.14 1030.00 1030.8f. 1031.71 1032.57 1033.43 1034.2~' 1035.14 1036.00 ;;)36.86 1037.71 1038,57 1039.42 1040.29 ltJ41.14 1042.00 . 18.41 QSH QUALITY SUITES HOTEL -RenC- LINE 'lB" RISER NO.1, & 24' Re? FROf, PRKB., CONN.. 14'80 LINE "I' R 76-090.072 RoS 3/13/89 4:08 PM C H e H IYYvvvvYvvvvYVYvvvvvCvYvvvvvYYvYYVVYVYH 18.94 19.47 20.00 20.53 21.06 21.58 22,11 22.64 P 81 -~---~ WE f; WE. R \i E. \iE c::<.! , c'~. il} ~1/ pg~ NOitS .1. GLOSSAR'{ I = INVERT ELEVATION C = CRITICAL DEPTH . = WATER SURFACE ELEVATION H ; HEiGHT u~ CHANNEL E = ENERSY GRADE LINE I. = CURVES CROSSING OVER B = BRIOGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EIIT E, STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY . . Cffr . """... >->->- ~~~ ~~~ :t:t:t ......... 000 ...00 -.. -.." """ NNN ...... tel . . a 51-/ P? /0::;7::/ R 75.2'5007<? RwS 7-7-88 P~3 f/YDR/JUL/CS t:ATOI lS/7s//I./ C/?PAC/ T7cS i" CONN, PIPES , 1. C.B. @ S'LV SIJ:>E ';4" ST. SAG. t:.13. 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STEEl., EXCEPT [NO gaC'fRS, _ICH ...y Il.-. ~I If 0" f1TIo4[1I CAST IRON OR STEEL. ALL [I~D UE TI'L PaRTS SMALl. ef G&t.y...... _] ~---r- Izea P,:tIOR TO ASSE"';!I.". WEI..0IHG. IlUoCMNNi. r UCD OAll.l~ S'1Al.l BE DONE eEfCRE r..alWJto IZING. ALL ()UIIEHSI()NS ....E flHlSKfD DlMEN- fA SIOHS AND ""C:UJO( .......Nt2.u.G. L --1 1 1- TOTAL WEIINT. &10 LU. ,....."......' .,.""'....."""'" .....-.... . sa lOOT' NO ~ NORMAl. OIAECT''J'' " fUl. I . ELE VAT ION t'tCCt:JMol)H:E :'I';-:~'; ;,<C/3C>K 6 ., TI/ICK :-:])cS t So1T::J1'v/ W/(#4) j/z "P(EE/1R, G '2-c B/W Q.. ~,.,..,a:: :- C a.. (2:Jf> J C~a.("o g . 3? Z .ff/s' h V<l.r1eS h Qc...P CAtt t:!"T: Ie:; ; E~vr grJX , O,2S 8,7 C.~$ 12,~o=s /5.1 c.F=s 17.4 CF='S use ~~C.AP pulE W C UJGc; lAic-, \'O?J , b.50 0,75' ,.00" .''''''''O''S IIVUIlOI COUNn HOOD COHUOl .., .An. COHn'VAlION DISTIlCT ".OJI:'" ..0 A.!~J~. NOn: I'I'.'! .72 O....*G "0. CATCH BASIN GRATE _:_.._"l'."...rlll' I...C'V(O~ tth,-,.;,!b.,~ "" ~-1-71 --- - STANDARD D"AWING NUM8E:R CBt04 ~...... .. It.,- - ""'DncllllffiO. , ' ; """'.OlTf 0"10..... itiii"TitO. .. t...t'llll' PI03 . F .... ~. r-o.U' .' ~.. ...- ~ I \ .. -~,L-_ , . . .. '". . ." SECTION A-A .."""" -l L--O.4Z' ~ SECTION B-B A -1 NOTE: CnlM-_t1on of 110" tlllc~ ..., lie _.Iclr..ulo~ ft' . '..,o.oltlol ...... top .ltI'~ - Z5" " Min. tloptll- . ~ I. . , SEcnON C-C To ~o .... .. flll 010'" f1ottor tIlon 4 -I U.. ..In. 10',...,.. of ....... _.." oItIOI In 0 IO, 10ea'lon. Use pip. downdroinl for aIoDeI SI"Der thll1n 4: I '10'" \eI< c...., of "iwI,sid. . ASPHALT CONCRETE OVERSIDE DRAIN R........ 8-'8-77 2-82 STANDARD NO. 306 . '.. .' PI DLf 100' R/W 76' 38' 38' 12' Max, /~ . r I ptroncl 1/4""., 't, 1.5% .- Median 1/4"P.' ft. 1.5% n=0.015 TYPICAL SECTION . 20 25 30 40 ~ fa ao 100 150 200 300 AOO roo 600 800 1000 '0 ~.:';~.~: ~~~~- ~~ ~. - -:-~:~~-~~;~~~_:~~~~~:~~ ;;~l ~~~r--~~- : 30 , . . . '0 "' . 40 30 0.' . '-:-'-Framlcur~e.r=5.llfPsland dw=0.4~'. I I l II _Ch 'C '.. --=~OTAL 0 1::0rtTAlNED ON ONE SlOE IoF STREET+GiV, n at I ()= Is and S=4 Yo. [:,::hr::-:=:'$.oln:.-, ,'" In e o~ y 'on ep. mee curv~s are Tl)r olf WI qua moun on e c '~.' ide f sfedt,ent r C rve wi~h Q:fI.27C~S:5'.lCIS Fr m cJrv~tV:6.2fpS_~J.:-:f~:6- .. .....:__ond .= .4~: Sin<te d =0.48 is lower tho tOPt of ro n 07Q.. ' .: -. hen low ctu.olly wlll b contoined o~ one "Si e of he tre to f w h~ b'1en ouod to ~ greater th~n top 0 era n,.:'; _. '.. .0 .0 '0 . . 7 10 . 8 7 CI1 Q.; IJ.: I, >- I- U o -.J W > .~::~ ': .-- ~ he s reeL: E:~:: --- :. ..... '==r.::. . ._. - :~;::=E=.~-__,.~~~~:~:" . . - - - 1: .,..,::?:ff' -:::: '- - ~. -,::: _,..: ~ - ~ ~ .: . . _ _;c-.:: ::~:.::=~;~.;:i:' ::"'r:-:~ ~:~:.,:: :" . -...---- .-.. -_.-.. .. ~ .. "'H._-~c.;::..::17. . __ ~t7-' 3 . . I 0.' 0.' 0.7 0.' 0.' 0.' . I 0.' 0.8 0.1 0.' "'0 0.' aoo 1000 3 . , . '0 " 2.5 30 40 50 60 1lI0 100 DISCHARGE - C.F. S. (TOTAL FLOW IN STREET) NOTE: Without optional median, flow tops the crown os indicated. With optional medien, flow dees not top the crown. Computations for these curves assumed a median. However the results ore applicoole for either situation since the hydraulic effect of the median is neghgable. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT VELOCITY DISCHARGE CURVES COUNTY STANDARD No. 101 76' ROADWAY s"a a" CURBS '-. I a....... ..R4.-:;? T.......- ~~,.. .....-...... - .... <;00."......"'....,. < w... a.,. c..... 14,.". r/ - '. / \O'J R C FC a w CD HYDROLOGY lvJANUAL PLATE 0-7.2 .' . .i e too aa'R/w . 64' 8' 24' 24' 8' : 1/4"lJ.,. II. "7l...?o~.~ 1.5 OJ:'' I ~"/o "'-:'. ,,. ,,, ff, -, :'~. , ;.....-' ; ~;l. . . ~ n-O."l~ :'J:!.I TYPICAL SECTION 2 . . . . . '0 "' 20 Z!I 30 '0 '" .0 00 000 "'0 200 500 "'00 500 600 800 1000 '0 '0 20 10 . u. . Q , La. . I . > ~ . C , C La.. > 2 - - -- ..- -+.._----::!-.L_~ ",-,IAi'YIP]:; C-." ~~~ E - _ ". . ,,'" .... ,==E'.. 0':-'''--.=,;:-, ,CSee-:cfjCifif:O:,7.;2;CcC:O'....:......::: _ n _. _ _.~ "' ..~. _ ._._ '0 '0 20 1 0.' 0.' 0.7 0,' 0.' .. ... .-.~:E:n-";~!".::.-'+ . _ "__ . ;.: F~OWA~~~:::~;~ ;~'-~:l~ri~~~~'~ €~~~.~.: ;.: I ~__'::~'" _ ... : L ;.~;~;n:t~~:~~:::: ~;;~. . .-:~~;:.:::::--: ::.,:;, ':~:-. :~:-:~,.;:~:::-:;:;~._ n:. . u_: _:r:.:. :~::::.?'.:~~:;. ~E:~-;:.;~~;j;_:.-:J. --;::-". _. q__ ,_. _ ... :~i;~~V-;;:;J~;;~F. ~~:;~:: ::::;.-::~::;~~:- ,', ::.~:~~i: -:_;;~~::i;~:::F:~:;:-.:::-.~:- ': -~~"?~=j:~:=.:~~:~::.~;~~<~::t. ii::~T::;l::~~:J'-:::?'~ :: '1-~;'~~:--:; -j"::: ..,~~~~:.:;;i:.~~;i~-;;:::j;;'- 0.7 -~=:-::. E~~=-::=~:-. :-:.::-:: ~::~~::~.: r:-~~~-=r;y,~:.~~~~~f?~~~=:t:~.~~'~; ;rJ~~~~-T-~:i '.:': ~;:_~. ~ :: ~i:: ~~~'~~~f:2:~~~~k~~~.7~~ 0.11 0,' .~:.~::;~;~;.~. . --- ... - :~::\jf.~~rJ~;kr:--' .. -; .:~::~f~iill~~~~~~s~~~~~ ITTIf.$~[~~J~:~:~~~~-~ ~_~~;;~~~'i-.~~-j;~::~~::i;~ ~;~~;~;~::~J~~~~~~;~_~~~=-= 0.' 300 400 500 600 800 1000 1 0.. 0.' 0,' 2 , . . . . '0 "' 20 25 30 .0 '" .0 00 '00 ",0 200 DISCHARGE - C.F. S. (TOTAL FLOW IN STREET) RCFC a WCD RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT VELOCITY DISCHARGE CURVES COUNTY STANDARD No. 102 64' ROADWAY 6"8 S"CURBS ..-...... Do....... ~4.~__1-.....-. c..... ...._... .._.... c..'C'.D.';"./. - - , ~... n...o...... .JAN. " ~ - \ t)'9 HYDROLOGY i\;JANIJAL PLME 0-7.3 . '0 . 8 7 6 . 4 "tt 3 2 '.' 2 00 30 20' ~-+ H~~ i-!4 r+8 , II i ,i 0.0 2 '---.." P I Q/P I ~'.". 66' R/w r 44' r 10' 12' 12' 10' \.50/0 1.5% 1/4" per ft. 5010 5% n-O.015 TYPICAL SECTION 3 4 . 6 8 10 19 20 25 30 40 50 60 80 >00 '50 200 300 400 SOl) 600 800 10 ui 8 8 Q.; 7 l1.: . I . >- ~ 4 () 3 0 ...J W > 2 3 4 . . 8 10 " 20 2.5 30 00 50 60 eo 100 190 200 DISCHARGE - C.F. S. (TOTAL FLOW IN STREET) RCFC a weD RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT VELOCITY DISCHARGE CURVES COUNTY STANDARD No. 103 44' ROADWAY 6" a a" CURBS .......-. - I '-...... .. ..A?u..../ 1_..... ..... c..... ....._.... ...._ .... Goo.e........;..!: - , W.n U.,. .,..w.. ~ N; '7J - .. \0"\ HYDRDLOGY NJANUi.\L PLATE D-7.4 1Il '" :I: " Z ~ e .... 0: '" > -' ::> " .... o 0: '" .... '" '" '" o 180 168 156 144 132 120 108 96 84 72 1Il 60 .... " ~ 54 2 10,000 8,000 EXAMPLE 6,000 D-42 inch.. (3.5 'Ht) 5,000 aslZOth 4,000 J!!!' "If 0 I... 3.000 III t,' 8.8 It) t.1 7.' 2,000 (31 ... 7.7 -0 in fe.t 1.000 800 /' ./ ,/ ,/ ."y ~~ ,/ 200 ,.-/ ,/ ,/ 600 500 400 300 ,/'" 100 48 ,/ ~ 80 ,/ '" ----42 :I: 60 " 1Il 50 ~ SCALE ENTRANCE 0 40 0 TYPE 36 30 (I) Squor.,dOI wltb 33 headwoll 20 (t, Groove Iftd .ilh 30 headwall (31 Groo" end 27 projecting 10 24 8 6 To use .call (2) or (3) projlct 21 5 horl%ontol1,10 Icall(I),thln 4 use Itraloht inclined lifte thrOu'IIh D Gnd Q Icole., or ,"'.,., os 3 illustroled, 18 2 15 1.0 12 P/D? 11-67 (I) (2) 6 (3) - . ~ 6, - 5, ,6. - 5. f- 5. -4. - 4. - -4. - 3. r 3, - 3. -" ---- 2.~ =2:- O' f---2. - ~ ~ <S -\,5 1-\.5 1Il 0: '" f- 1.5 .... ~ '" '" '" 0 ~ :I: .... 0.. -1.0 -1.0 '" 0 0: 1,0 '" I-- .9 f- .9 .... '" ~ f- .9 0 '" '" -,8 f-- .8 :I: r.8 ,7 -.7 f- .7 f-- .6 - ,6 .6 '- L .5 ~ .5 .5 HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS WITH INLET CONTROL BUREAU OF PUBLIC ROADS JAN. 1963 ,&> . ~ PID9 ",OPERTY UNE "PE. ,,"MAX, iliA, OR EDUlV, PIPE ARCH. J ~ .1 . f :; 'll[ ~4t . DETAIL "E" SEE STD. 303.. " '...- ~ ~ , . -, OUTLET APRON III .. ... P.C.c. OVER J \ i COI/I".CTED ~ EARTH . lS on " ~ 1:6 ~ I~~"~ III ~ .:: ... lo.t. 11:'" ~ ...... ... J"':": iL I.U ". o I.U'" ....I .....;~ "'~ j'" ~:: ::;:: .', :': ; DCTAIL" M SEE sru 30.3-A '" ... I III Double _Ie struts Q L2Jz"z2H1(Z," iii or equ,woJent .. .' , . .' ..' ... :. Q \: ~ .' ~ ~ I I. 00 IN DIRECTION OF FLOW II: I' .t :: ~ 0-: ,~ ~ :~ Q .t .. .... .; cr, ~.: -X : U. j DETAIL "C. SEE STD.303-A ~/O' TRANsmON SCHEMATIC PLAN VIEW = ~'... ~1I.;, ...f "''''''' 'll[ ". NOTE: USE'" "IDE CHECKERED PUTE CUT TO CORRECT DIMENSIONS. THEN CONSTRUCT FRAIIE TO FIT PLATE ANO FASTEN "'TH AN INTERIIITTENT WELD, ~/O' TRANStTlON l NORIIAL MB LINE PROTECTlON BAR ~ PROFILE Caunty '" RI..nld, \f)~ EVISIONS FLAT DRAINAGE OUTLET STRUCTURE 1- 9.... STANDARD NO. 303 P/oq 1 :. NOTE:FRAME SHALL IE CONSTRUCTED TO STANOARD SPECIFICATIONS OR OF EQUIVALENT STRUCTURAL STRENGTIt AND WELDED TOGETHER WITH A '4. INTERMITTENT WELD AT ALL BREAKS SEAMS, SECTIONS, JOIIIT., ETC. THE ~.. CHECKEltED PLATE . SHALL IE FASTENED TO fRAlIIE WITH All INTERMITTENT WELD. GRATE SHALL IE CONSTRUCTED TO STANDARD S~CIFIC.T10IllS. WELDED AT ALL IllEAKS, SECTIONS, ETC" HIIlGED TO DRAIIlAGE "'PE, AND SECURED WITH MOLOCK. llRATE NOT REQUIRED fOR CULVERTS S"ALLER THAN IZ~ rXV.'" r" ..~ - (Gah,"nll~d) ,a" CoII...1 . 1/1I6~ I v." ".., \ .!- IIz".la" -. L.2 V2 X Z' X v. . 4 .,.... c:._ Bract II" C.I..., \... 1/." ..;, , 3 ~ .,.ei., ., , . ',. " upPO,1 . B., "') PadlOCk ", ",. ('X 1/4" 8ar . ". ," .,<.::.::.~; ~.:.:::~.~.~ ~"~'.~ - . '." ....~.:f :',. ~:.-.:'.:)~.-.:.:' Ide Rail L I !I."XI v,"U"G' . LZ.X3"X ~,,' Face AnVI. .. .........'. , DETAIL "s" 1/4" ChlcaM!CI Plate (Galvanized) ~z~~, ,.,"xv," ea. t~ ' " I . "'- DETAIL"D" , '. ". .~_ lloil ~ . ". I Sf' X I 1/4- X 3f 16 . ~ , . Z.X3"X V,. L DETAIL"C. 112" 51... Andt." Nol 5"".n 5.. Oetoil "8" COUNTY OF RIVERSIDE FLAT OUTLET DRAINAGE STRUCTURE DETAI LS \;\0 . STANDARD NO, 303 A . .. -. s = i L____ PliO " s' '2,S' 'l.s' TYPICAL TERRACE DRAIN (j) S:CALf: ~...ltO- FINDING THE 'Q' IN AN OPEN CHANNEL .05000 .0150 Z = 2.500 .50000 ft B = .10 D = n = Q = 5.802 NORMAL DEPTH = A = NF = .50001 ft D/B = 5.00006 f..'.. ". .67502 V = 8.59543 V2/2q = 1. 14758 HE 2.97284 P = 2.79261 R = .24171 f':: =180.65685 = 1. 64759 = 2.47135 CRITICAL DEPTH = s = .78365 ft De/B = 7.83645 fee =********* Ae = 1.61361 '..Ie = 3.5957 Vc2/2o = .20082 HEe = .98447 NFe = .99993 Pc = 4.3201 Re = .37352 Ke = 2.38254 Se = .00490 FINDING THE 'Q' IN AN OPEN CHANNEL ---------------------------------- .05000 .0150 Z = 2.500 B = .10 .75000 ft D = n = Q = 16.540 NORMAL DEPTH = .75001 ft D/B = 7.50007 V' =515.00483 A = 1.48128 V = 11. 16612 V2/2a = 1.93666 HE = 2.68667 NF = 3.17240 P = 4.13891 R = .35789 f'" = 2.38954 ". CRITICAL DEPTH = 1.20166 ft De/B = 12.01656 K'c =********* Ae = 3.73011 '..Ie = 4,4342 Vc2/2a = .30541 HEe = 1 . 50707 NFe = .99997 Pc = 6.5711 Re = .56765 I<e = 2.32835 \\\ Se = .00426 ~ . . I 3.0' I PilI I - ~----~- ~----~ J . I I I ri. I I ;:,; ~ 3-GUNITE (A.B.M)WITH "-X(..X W.1.1lCW.I,4WW,!"\. TYPICAL BROW D'TCH NO Sc.ALE FINDING THE 'Q' IN AN OPEN CHANNEL ---------------------------------- s = .00500 .0150 z = 1.500 B = .10 D = .75000 ft n = G! = 3. 059 NORMAL DEPTH = .75001 ft .91878 'v = 3.32911 .93828 P = 2.80421 DlB = 7.50012 f'. .., \/2/20 = . 17215 HE R = . 32764 V =301.17033 = .92216 = 1.39738 DelB = 7.30351 ICe =967.25115 Ae = .87315 Ve = 3.5031 Vc2/2o = . 19061 HEe = ,92096 NFe = .99998 Pc = .-. """"I""''''':''''''':'' Re = .31945 Ke = 1.40161 ..::.. I .,,:'.";'._~ Se = .00573 D = .75001 ft A = NF = CRITICAL DEPTH = .73035 ft NORMAL DEPTH = .75002 ft D/B = 7.50024 K' =301,18288 A = .91881 V = 4.70812 V2/2q = .34431 HE = 1.09433 NF = 1.32693 P = 2.80425 R = .32765 V = 1.39738 '. CRITICAL DEPTH = .84369 ft . De/B = 8.43691 K'c Ae = 1.15209 Ve = 3.7548 Ve2/2q = ,21899 HEe NFe = ,99995 Pc = 3.1420 Re = ,36668 Ke I Se = .00547 \\'/,1 =********* = ,1.06268 = 1.37998 FINDING THE 'Q' IN AN OPEN CHANNEL ---------------------------------- s = .01000 .0150 z = 1 , 500 B = .10 n = C! = 4.326 I I ) I 3.0' PI/;2. . NATU"'AL G"'OUND I I ~ :3-GUNITE (A.B.M)WITH "-Xr.- X W.I.Afll'W.I." W.W,f"\, TYPICAL BROW DITCH NO SC.ALE FINDING THE 'Q' IN AN OPEN CHANNEL S : .'02000 n : .0150 Z = 1.500 B : .10 ' D - .75002 ft D: 6.118 . NORMAL DEPTH : .75004 ft D/B : 7.50037 V' A : .91884 \J : 6.65836 V2/2o : .68863 HE NF : 1. 87657 P : 2.80430 r, : . 32765 fo" " :301.19544 = 1.43866 : 1.39738 CRITICAL DEPTH: .97390 ft Dc/B : 9.73898 K'c =********* Ac : 1 . 52011 \)c : 4,0247 Vc2/2o : .25160 HEc : 1.22550 NFc : .99998 Pc : 3.6114 Rc = .42091 Kc = 1.36140 Sc = .00523 FINDING THE 'D' IN AN OPEN CHANNEL ---------------------------------- S = .03000 n = .0150 z = 1 .500 B : ,10 D = ,75004 ft D = 7.493 NORMAL DEPTH = .75005 ft D/B = 7.50049 V' " A = .91887 V = 8.15488 V2/2q = 1. 03296 HE NF = 2.29832 P = 2.80434 R = .32766 f{ =301.20800 = 1.78301 = 1 . 39737 CRITICAL DEPTH: 1.05890 ft \,\'7 . Dc/B : 10.58897 f(' c =********* Ac : 1.78779 '.Ie : 4.1913 Vc2/2q : .27287 HEc : 1. 33177 NFc = .99997 Pc = 3.9179 Rc = .45631 Kc = 1.35175 Sc = ,00510 Ie , , I I I' I I I "'" .. I ~~~ AAA A"'- i "'- j 00" 000 , ....'" , "''''''' I mmm mmm ! ......... i ....'" I I . . Z 66~ 2- cd. 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