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HomeMy WebLinkAboutNormal Depth Calculation for Line A Normal depth calculation for Line "A" PLOT DATE: October 25, 2006 Drofter34 • ( ,r,______-_-_,--\ ----‘, -- - -1 tal 114 4 -44 31V - 47 4 6,1 . ,_,.: 1 ,. ; 31211 r ii ii ts . "0 - ! -- Pit a , -\\:. .,..,,,:.' ..--,,........._ 1 ,,, s ,.-,..._—,,,, pm. _,.. --_,-_,—_,- ,, v -_ ,,_-_,,,i) A - ..-&-,..4111 4,10._ -‘, G"' I . A W • ' '..; 1 w-iiN os s , .i. ../a i '---. ../ ----,-,--,, Atfalltri i I I Mt ■■• g.1. 100 u ,„ k -- ----- : 63: -:' / - ; ,....-„k k ..! _•- v .,..v,,----4L,....!..-,,,, , , , , , l o s . v . J � - -..S _ v`./ . 1 ` � ;, f' 1� / �I: - 1 � i ID. W .! t: "•' MA ! 4 • 0 1 ~,•r"--.. . Ay tr•-•=r,... , 0 - .. iiit; )';',-..,..-, ■ ,t - ' v . gila '1, ';%"; . \ P1,1•4.-.L.w.,..i.i.P:7: . ..N , . \ . ir".411 ,!. .1.1 te.• I 10‘. ,..4t r s q ' All tt it iii . r : pi , .,„.0 :\ I-° ----:.=-- -I !:-- ; II" Qat,' ':1 jp i'iii 1 I E 111 ��\2e - , ~ -.- _;.���/ �. i B pi I �, *lL ,L.!!IRI _ .. -- " s .. 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I _ .,, N 9* e- - ,. a • p (s. 71..., • / .. 1. r f- r Ig�1 ;�, . • • n -/ 7 •� `1 .'j'''''. r �, C . ... iiei--Tl'ii $ 0 Ef— -_' - - - - - --- - r -.\ ` t ; .'` / y A •• v , 70 , \ 1 �' %• . p . t ai NI.. z al / ) bo� '► tT / .i yj , Vii,_ ,1 j , ` M `� -, �1 {' _ ►'' . . 1 GI .. ,. � O \ ^ r ' : +t F " - ` .; ,1�'� � iii, ,. . 0 +00 10 +00 20 +00 30 +00 40 +00 50 +00 I z i I I i 1 J80- -_ _._ -_ -- - _.1-_ - - - -. _____ _ . - - - - -. _ ___ 980 960 - -- _ -_--_- _1-- _ _ _ __..___._ __ _� �._ _ --- -- 960 EXISTING GR UND 940 _ , -- _ . - 940 920 / ' _ TOP OF P ' E 920 900 / $ 900 / PROPOSED -- BYLINE 880 / 411M1 - 880 i l P ROPOSED FLOP/LINE - -__ 860 I -- 860 \ \ \ \ W m \ ZW \ l :=3Z J O Z 6 O 3 Z co + W p Co 0:1 r.: LC)i MGM (f1 765' 1 4,235' SLOPE (ft/ft) 0.039 0, 003 1- �+a► � � ) � � 1,352 1,070 -- -- SIZE (inches) 96" 132" FAcUW TYPE RCP i RCP 3 LEGEND IIIP i CONCRETE PIPE (RCP) = MASTER PLAN COUNTY OF SAN BERNARDINO SCALE OF UNE A H: 1" = 1000' j DRAINAGE SHEET 1 OF 4 w r = 40' Firma ikw.o\t 40 +00 50 +00 60 +00 70 +00 80 +00 90 +00 ! ± _ I 80 i — ..----- _- -_ -_ -_ _ - _ - __ . - ._ .. _ 980 { E E � I k k{ 960 h _ _.__ -._ __.- ____ -_ f TOP OF PIPE_ ' " - 960 EXISTIN GROON6__ ; 1 940 -4---TOP-OF " -PIPE- _ s -- 940 920 __ _ _- PROPOSED- FLOWEINE- 920 900 -- ._...___.__.______ 0 - - - -�--- - -- ' 900 \-PROPOSEOIL NE 880 —_ — -- 880 860 ___. _ -- — __. - -_ - _ _ — __.__ -_ 860 ,// \ Z , \ / f' f i O —1 czbi O 1 at ( to (DI Qp 1 t arm (RA! ! 1,010 903 ( 1,205 1,125 SLOPE ( 0,003 0,012 0,005 0.012 molar (t 1 ,070 1026 902 821 sr/ f) 132" _ - 108" 108" 90" FACU►Y TYPE 1 RCP RCP RCP RCP 1 LEGEND 1111, REINFORCED i CONCRETE PFE (RCP) r \ PLAN t COUNTY OF SAN B RNA DINO SCALE a 1 OF UNE A H: 1" = 1000' DRAINAGE SHEET 2 OF 4 � V: 1 "= 40' Fining 1t \dB\11003\ M. 80 +00 90 +00 100 +00 110 +00 120 +00 130 +00 140 +00 _------ _'----- ._.._____ TOP !r OF PIP IX S11NG GROUND i 980 - -- 980 TOP .OF ...PIPE. ..._ __ ----__.....___._.._._.._.- i 960 _ _ ._._ -_ -_ _.____.._.___._1_ -____� . _ _ --------- — . _ �. _ _.. _ 960 • 940 PROPOSED FLOWLNE --- j 940 920 920 900 h 900 3 _.__.. y .,_.. __.._...._..___- .__.__....__. y.._... _._____....- ....___._..._...._. _.._......�- .._._.._..__ _.._.._..___ _.______.___ -.._, _...._.__.___- _ 880 --- 880 i 3 3 860 — 860 1 . 1 1 ( N 1 f i fjJ t\ \ / f t In( CZ/ I 1 01 N? ' N LENGTH ( 2,000 397 1,145 CAPE (ft/fti 0,007 0,005 0,014 mo as (0 637 457 314 SIZE Onche# 90" 84" 66" FACILITY ME RCP 1 RCP RCP LEGEND Mr REINFORCED CoNCRErE PPE (RCP) VASTER PLAN COUNTY OF SAN BERNARDINO SCALE OF UNE A H: 1' = 1000' DR�UNAGE SHEET 3 OF 4 V: r = 40' I\dav\1OCCOV 120+00 130+00 140+00 150+00 170+00 180+00 190+00 „ . . „• . 1040 ---.--- ------ i ,' .. I 1040 ! i . , --+ , r t i DOSTING GROUND . 1 _ i : 1020 - ---t — „ _1 1020 ! „ 1 TOP OF PIP , i 1000 ---- 1 , , 1 DETENTION BASIN . , 1000 I 1 : , . i_. .1_ . , , t' 980 '--- 1 1 980 7 i ; 1 : PROPOSED- FD‘WLINE-- ----t. . i 960 „ , i 1 • + , , i , _ „ „ 960 1 i „ , 1 I 940 I . . . , 940 -4-- r -i-- 1 i , I 920 920 i : i ! ____ : i I t 4. ...,, 1 , 4 1 1 , / / \ / I , W / CL / \ / 7 / \ LUIF ' r■ Z —..i LOI CO l to 4-1 ± L.L.t 0 N. Cy 0 CI C■i! '--- CZ■ (7) i Z ( -ct . Li..1— CCI IENGTH (ft) 1,482 SLOPE WO; 0,007 100-year ROI (ch) 314 S� (iichn) 1 66" r-- FACILITY TIPE i RCP Or& LEGEND FORCED 03NCRETE PFE (RCP) MASTER PLAN COUNTY OF SAN BERNARDINO SCALE OF DRAINAGE LINE A H: 1 = 1000' SHEET 4 OF 4 V: 1* = 40' Meow avimAnvoMptt resalwasAmiswpionhavarkg I DETAILED COSTS FOR LINE A I NODE 1 NODE 2 FAC TYPE FAC SIZE LENGTH $ /FT ( *) 5/FT (**) TOTAL inches feet $ 30 40 RCP 66 1482 192 291 431,435 40 50 RCP 84 397 275 417 165,535 50 60 RCP 90 2000 295 447 893,495 60 70 RCP 90 1125 295 447 503,200 70 90 RCP 108 1205 348 545 656,725 90 100 RCP 108 903 348 577 520,903 100 110 RCP 132 5245 465 705 3,697,980 110 2000 RCP 96 765 321 487 372,334 sub total I 7,241,6071 'Manholes ( * * *) 1 ea 1 1 1 551 1 8,0001 440,0001 'Excavation 1 cy 1 1 1 363,5001 1 1.51 545,2501 'Detention basin ( * * * *) 1 ea 1 1 1 11 1 250,0001 250,0001 1 sub total 1 1,235,2501 I total 1 8,476,8571 1 15% contingency 1 1,271,5291 1 final cost 1 9,748,3851 ( *) Unit prices from project 3-4, Engineers Report, Volume 1, October 1992 ( * *) Updated pipe prices through index price for construction materials, (source www.ENR.com) Oct -92 5052.15 Jan -06 7660.24 index 1.516 ( * * *) 1 manhole every 300 feet of pipe ( * * * *) Detention basin includes excavation, fencing, inlet and outlet pipes, headwalls, access roads, grading, etc. Node 30 to 40 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION «« PIPE SLOPE(FEET/FEET) = 0.0103 PIPEFLOW(CFS) = 314.10 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 5.334 Node 40 to 50 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION «« PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 457.50 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.003 Node 50 to 60 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0060 PIPEFLOW(CFS) = 637.30 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.697 Node 60 to 70 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION «« PIPE SLOPE(FEET/FEET) = 0.0120 PIPEFLOW(CFS) = 821.15 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.433 Node 70 to 90 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION «« PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 901.95 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 9.072 Node 90 to 100 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** • » »PIPEFLOW HYDRAULIC INPUT INFORMATION «« PIPE SLOPE(FEET/FEET) = 0.0120 PIPEFLOW(CFS) = 1026.36 MANNINGS FRICTION FACTOR = 0.013000 K » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 8.081 Node 100 to 110 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0027 PIPEFLOW(CFS) = 1070.38 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 10.859 Node 110 to 2000 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0390 PIPEFLOW(CFS) = 1351.80 MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 7.184 Node 2000 to 2010 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION «« PIPE SLOPE(FEET/FEET) = 0.0084 PIPEFLOW(CFS) = 2221.13 = 3874.13 -1653 (existing 120" carries 1653 cfs) MANNINGS FRICTION FACTOR = 0.013000 » » >SOFFIT -FLOW PIPE DIAMETER(FEET) = 11.541