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HomeMy WebLinkAbout1879-19TRANS/TION STRUCTURE A10* 2 # .1 #' _ TOt iPµ(gJi N We ie/n7orcemenl for H • b' 8' /0' NorE oisi. f.00.NTY POUT, E3 Toe of-3/ops Top o/ We// S'where l �: / swcherge exceeds ' , use Type 2 Reioining Wol% 2Ef. iiacs� T A t' p fill ASTERE0 C_ OF ErlO OESIGN S/doe De/oi/ Y i P4@ �F k J Anyuo _4 p g ! O" Malc 5%Nax for Mz:/ h// slopes, ' 114 1'o a/ loo/in { � 1" un/imi/ed /tr s/Opes ✓, " Optional Fooling Lines '4 Along lop � //lame than /: e '^�T "r _ o/ wo/l.-\ a u 5/epe Gu/ler of Shoulder ftklt Layout 4Ine l m a "4 /=P" Pel , 5'Mbx to, Atony lop r--7 W ;.J/ 15 5, V o/ wall. un7imi/e� /or , -' -- //o(hr Ilan ti?•/./ Ang/e Of //ore" TYPICAL LAYOUT EXAMPLE NX16' Vertical- Cutler or shcv/dei N' / Vertical-.*: /2 Boller F rr~ < a, ,14'H4.5,4018- "c""Bars '4Q/8c "Bars _ Z I � / o"bars t "4Q36 =c . ( "'4Q36 ( TYPE "C'/ f/purer at lop of "c"bars H:/ _ 0 2"CL ?• / O - Shor/' c°Bars Extend all longitudinal bo/ /nd/cotes distance from ' a Brvel 3-/'s /3:' c/rs. box walls 2'O"/nlo wings, top o/ /fol/ng to upper H'9 , Shari c'Bays - t'obov¢' "Side ground.-- --�� ?'c%/. where expansion joint occur end of a"D'art. y,8' , O ! Sea Standard Plan _ `r r Detail X b H=7 b ^ H oB 29 d/o. ,ounless ad ocenl dio altered secAmAen VIV mach . _ "d'bars6Cons/ruclin pint =5 _ I �. N,4' O '� To M V rPi 98*"A9� i " J ":lace o/ R, Ts,torn// it'4V/e of Aere'is A 4 tot.7 4 tol.7 t/ore= lgJ w73 w73TYPE'B" Short c"bars IF III I III I III 'IWW Toe of slope LLA N T YP/CAC SECTION TYPICAL SEC TION Eley. a' _ TYPE A' Where designit"exeseds 9W length H--4' THRU /2' H43' THRU I6'/ w/ngwo11 exceeds / H s ,"p/ace P; Joinl Filler at junction a 1�4 , REINFORCE -D CONCRETE WINGWALLS 'H' 4' S' 6'_ 7' B' —T 9' /0' /P _/2 /3' /4' /5' /6' T -x r' A rx TA 7—lf i' --n n r -A W 3-2 3.8 4-2 4-8 5 2 5-B 6.2 6-B T-2 7-8 B•2 x r- r�rrt—r /6 /•/0 2O 22 24 26 28 2/ 30 -.7 s r --, a - r--- r lr r—x t— Tlr r—" B 2? 2=6_ 2�10-131.2113.6 3-/O"�4-2 4-6 4•/0 5.2 G•2 T T 7r _0 >— r T-4 ?02,;,V, /'O / 0 / O l O l 0 / 0 / 6% / 7 "e"Born 4024 9 /B '2_ 59/4'S�/ 5�7 W7, 708 7®6 9�/5 iOB/ 1001Al0p/- d�Bors 4� 4Q/_ 5®2_'50 50/ 0/ s705 '8@1 70/ 2(�8�/S�'9�G59�/3�96�/ Cook %.r 0.32 0.38 0.44 0,49 0.55 0.6/ 0_.67. 073 0.79 /02 ' Ouonl/tier do no/ include /hot porion above the dssion H limit. .�Neoprene 7 Strip '4J�012 OETA/L X Design Notes: Unit Stresses: f, =24,000p5./, /, =4300p.s.i, n,/0 Maximum Toe TZ i O 1- - 3 4 Longitudinal distribution or fie bars. PUBLIC WORKS DEPARTMENT Drawn by: Sl'ORM DRAIN PLANS Soale: ��• TRACT leo . 13750 1,:-40 ", - Designed by: DETAIL SHEET Data: G eel:? 2 '4 - be varied by the Engineer to suit conditions docountsred In /he fie/d. We//s designed for 2'/ive%ad surcharge, I-6 /P,:/ surcharge not /o exceed 5'ln elevation B - plus 2'/iv ad surcharge, or unlimited 2.7 surcharge. Top / L -Dar-- D/me4ftons "H,' 1, *M" N, E/eie "o"and "Angle of flare , fas opp/yl are shown on the plans. transverse J Dwg. Rti i ELEVATION A 1P. oil F A JL • � L / 'TYPES oA1I'18R1a IICu SES . Vertical ; , Center Line --X1 d box bars — —''-- - - -R. C. Box - ---- ---- -- — — - - --- - C. k 1, Bottom L '41 i i, a • `"�--- 1`2B ��` /------- --I SECTION @—B r 2 �- NOTES PLAN T2 /. Tho horizontal angle of divergence or convergence, 0, shall not TIBs �- r�` ' exceed 5a 45'. 2. The reinforcing•steet bor size, spacing, and cover over Me s/ewi of TIB / r T� straight transverse bars in top or bottom slabs, of L -bars in top or bottom corners, of straight vertical bars in side walls ^- and of longitudinal distribution and Ne bars in top or bottom ,; slobs of side walls shall be those of WAichever adjoining bo.r t T section provides the greater steel area for each type of bar. The bar lengths shall vary uniformly throughout the transition. 3. The thickness of the walls and slobs shall be those of the adjoining box section at each end of the transition and shot/ �+ vary uniformly between the two ends. 4. f� , 3000 p.s•i. at 28 days. 5. The transition structure shall be constructed in accordance with the general structural notes applying to box structures, shown on the project drawings. Elev. 6. Details of construction joints and keyways shall be as shown Ste, on the project drawings for single barrel box structures. t- -- -- - Elev. _. ..., Za --- ala. -r 3B ` SUPERSEDES STO. 0WG. NO. 2-0186 REVISIONS LOS ANGELES COUNTY �` L_ T MARK DATE DESCRIPTION FLOOD CONTROL DISTRICT - 4, T39 / 3 TRANSITION STRUCTURE SECTION A—A �T3 NO• 2 PLAN d SECTIONS DRAWN BY J.W.H.. pEllaN[D eY C. W. H� APPROVED 8Y �/1/' --�J - TRACED eY J.W. H. ENGINEER ceccKED eY C. W. H. SmAlf Tro eY W H. E.4. CAL T NO.2 ! RECOI3NEN0(0 eY '"' NONE JAN.'50 SHEET ' I OF I TRANS/TION STRUCTURE A10* 2 # .1 #' _ TOt iPµ(gJi N We ie/n7orcemenl for H • b' 8' /0' NorE oisi. f.00.NTY POUT, E3 Toe of-3/ops Top o/ We// S'where l �: / swcherge exceeds ' , use Type 2 Reioining Wol% 2Ef. iiacs� T A t' p fill ASTERE0 C_ OF ErlO OESIGN S/doe De/oi/ Y i P4@ �F k J Anyuo _4 p g ! O" Malc 5%Nax for Mz:/ h// slopes, ' 114 1'o a/ loo/in { � 1" un/imi/ed /tr s/Opes ✓, " Optional Fooling Lines '4 Along lop � //lame than /: e '^�T "r _ o/ wo/l.-\ a u 5/epe Gu/ler of Shoulder ftklt Layout 4Ine l m a "4 /=P" Pel , 5'Mbx to, Atony lop r--7 W ;.J/ 15 5, V o/ wall. un7imi/e� /or , -' -- //o(hr Ilan ti?•/./ Ang/e Of //ore" TYPICAL LAYOUT EXAMPLE NX16' Vertical- Cutler or shcv/dei N' / Vertical-.*: /2 Boller F rr~ < a, ,14'H4.5,4018- "c""Bars '4Q/8c "Bars _ Z I � / o"bars t "4Q36 =c . ( "'4Q36 ( TYPE "C'/ f/purer at lop of "c"bars H:/ _ 0 2"CL ?• / O - Shor/' c°Bars Extend all longitudinal bo/ /nd/cotes distance from ' a Brvel 3-/'s /3:' c/rs. box walls 2'O"/nlo wings, top o/ /fol/ng to upper H'9 , Shari c'Bays - t'obov¢' "Side ground.-- --�� ?'c%/. where expansion joint occur end of a"D'art. y,8' , O ! Sea Standard Plan _ `r r Detail X b H=7 b ^ H oB 29 d/o. ,ounless ad ocenl dio altered secAmAen VIV mach . _ "d'bars6Cons/ruclin pint =5 _ I �. N,4' O '� To M V rPi 98*"A9� i " J ":lace o/ R, Ts,torn// it'4V/e of Aere'is A 4 tot.7 4 tol.7 t/ore= lgJ w73 w73TYPE'B" Short c"bars IF III I III I III 'IWW Toe of slope LLA N T YP/CAC SECTION TYPICAL SEC TION Eley. a' _ TYPE A' Where designit"exeseds 9W length H--4' THRU /2' H43' THRU I6'/ w/ngwo11 exceeds / H s ,"p/ace P; Joinl Filler at junction a 1�4 , REINFORCE -D CONCRETE WINGWALLS 'H' 4' S' 6'_ 7' B' —T 9' /0' /P _/2 /3' /4' /5' /6' T -x r' A rx TA 7—lf i' --n n r -A W 3-2 3.8 4-2 4-8 5 2 5-B 6.2 6-B T-2 7-8 B•2 x r- r�rrt—r /6 /•/0 2O 22 24 26 28 2/ 30 -.7 s r --, a - r--- r lr r—x t— Tlr r—" B 2? 2=6_ 2�10-131.2113.6 3-/O"�4-2 4-6 4•/0 5.2 G•2 T T 7r _0 >— r T-4 ?02,;,V, /'O / 0 / O l O l 0 / 0 / 6% / 7 "e"Born 4024 9 /B '2_ 59/4'S�/ 5�7 W7, 708 7®6 9�/5 iOB/ 1001Al0p/- d�Bors 4� 4Q/_ 5®2_'50 50/ 0/ s705 '8@1 70/ 2(�8�/S�'9�G59�/3�96�/ Cook %.r 0.32 0.38 0.44 0,49 0.55 0.6/ 0_.67. 073 0.79 /02 ' Ouonl/tier do no/ include /hot porion above the dssion H limit. .�Neoprene 7 Strip '4J�012 OETA/L X Design Notes: Unit Stresses: f, =24,000p5./, /, =4300p.s.i, n,/0 Maximum Toe '4 4,0 12 i O 1- - 3 4 Pressure , /% Tons/sq. ft. E/evolions, length and angle of flare of wings may PUBLIC WORKS DEPARTMENT Drawn by: Sl'ORM DRAIN PLANS Soale: ��• TRACT leo . 13750 1,:-40 ", - Designed by: DETAIL SHEET Data: G eel:? 2 '4 - be varied by the Engineer to suit conditions docountsred In /he fie/d. We//s designed for 2'/ive%ad surcharge, I-6 /P,:/ surcharge not /o exceed 5'ln elevation Neoprene plus 2'/iv ad surcharge, or unlimited 2.7 surcharge. Strip D/me4ftons "H,' 1, *M" N, E/eie "o"and "Angle of flare , fas opp/yl are shown on the plans. Wo/l he/ght maybe exceeded by 6"before agoing lonex/ greater N" B/iminate cul -of/ wall/f adjacent channel is paved and skew is 20 ° maximgm. DETA/L Y Dwg. Rti i ELEVATION ground line �� ��oGe ry mn -May be varied by Eng/Aver to B su/t conditions in the field. �. R KAPP & ASSOCIATES, INC. _ _ PUBLIC WORKS DEPARTMENT Drawn by: Sl'ORM DRAIN PLANS Soale: ��• TRACT leo . 13750 1,:-40 ", - Designed by: DETAIL SHEET Data: G eel:? 9 END ELEVATIONTYPE CIVIL ENGINEERS STRUCTURAL, ENG_iNEERS,, PLANNERS, & SURVEYORS 15892 PASADENA AVENUE TUSTiN,CALIFORNIA 92680 (714)730-5757 ` tF ' 'A" T YPE "B. v r5!o STRAIGHT W/NGWAL LS Chsoked by: 3 � Approved t CIT TERM Y ENGINEER NE:Et� li , �; , � Dwg. Rti i ELEVATION STATE OF CALIFORNIA '4np/8clrs. DEPARTMENT OF TRANSPORTATION '4®183 BOX CULVERT WINGWALLS • � L / 'TYPES oA1I'18R1a IICu SES . X CUL VERT Wl"40 VVA G Zm i A t REVISIONS y �� s r n No i De 4 i t i 0 t v AL f1v'AL ATS UNDER THE DIRECTION OF s /ADDED C�Q�' AW 9Q COCAMontG4 ,�. (0�5� O % G © TTL & i3[,D C All Av3 v ST-- C* - - An e _ ►� �1 95 ��•a'•9J 3 PRASE M "'RECORD UIZAWINCa" i I$ 99 to AgeLAND <t a ' C I TY OF FONTANA CAL FORN I A �. R KAPP & ASSOCIATES, INC. _ _ PUBLIC WORKS DEPARTMENT Drawn by: Sl'ORM DRAIN PLANS Soale: ��• TRACT leo . 13750 1,:-40 ", - Designed by: DETAIL SHEET Data: G eel:? 9 - CIVIL ENGINEERS STRUCTURAL, ENG_iNEERS,, PLANNERS, & SURVEYORS 15892 PASADENA AVENUE TUSTiN,CALIFORNIA 92680 (714)730-5757 ` tF ' v I Chsoked by: 3 � Approved t CIT TERM Y ENGINEER NE:Et� li , �; , � Dwg. Rti A v 00 •� P k 1 L i A t REVISIONS y �� s r n No i De 4 i t i 0 t v AL f1v'AL ATS UNDER THE DIRECTION OF s /ADDED C�Q�' AW 9Q COCAMontG4 ,�. (0�5� O % G © TTL & i3[,D C All Av3 v ST-- C* - - An e _ ►� �1 95 ��•a'•9J 3 PRASE M "'RECORD UIZAWINCa" i I$ 99 to AgeLAND <t a ' C I TY OF FONTANA CAL FORN I A �. R KAPP & ASSOCIATES, INC. _ _ PUBLIC WORKS DEPARTMENT Drawn by: Sl'ORM DRAIN PLANS Soale: ��• TRACT leo . 13750 1,:-40 ", - Designed by: DETAIL SHEET Data: G eel:? 9 - CIVIL ENGINEERS STRUCTURAL, ENG_iNEERS,, PLANNERS, & SURVEYORS 15892 PASADENA AVENUE TUSTiN,CALIFORNIA 92680 (714)730-5757 ` tF ' Chsoked by: 3 � Approved t CIT TERM Y ENGINEER NE:Et� li , �; , � Dwg. Rti