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DWG 805-9; ; STATE HIGHWAY ROUTE 78 - BUENA VISTA CREEK BRIDGE, 1966; 01-44
' J J ~--....... ,, I ' -> '••,, __ _,.- Sec. 31 • --..... I I, " \ l I rJ /I 'y\/ :·•~.-,-·1 .: ) I\ r-::., ·---· .. ( Sec.32 C J-r Y OF • i CAMBER DETAIL FQR C//L l/£RT@S7:4.I04tl0C,s" . r··i -~<. \ j \ : r-'J J :/. ' •' .,_.,,~,.,. .... , ....... ..., N /J't, Cz Ll17e 1 4 "'or;. •4 7'4 ,. 1?~2000' T•J/873'. L ·237.18' ---- " . /02 ;-64. 78 p.O.T_J;~R!f,,,______- 7Cf3r72.22 PO.Tt:'H ( ' ~-~--------------. ____ --" ...,.....,.....~ .,.,..-,: CID ............... , --- !l-22.44 6 • t,yofer { encasemenf sC, 'JIK~-' ' ------~~ - ~---_-_-;..-----;-.,....~"'t-----c.\-::F • • ~ -~ ,,) }-(, lj \,j 1.1.i ll..i ~ ';i- <:.:) ~ '-,.; '1' (\J .... -1-. l.f\ (;_) -, '-.~ ~ ' , I \1 •\\ 1 ,1 I ,' I • '/, 11 ,, ' . ''I I : . \ ) ' ' ' De~1gn Engineer ( " I \ \ ' ' \ '\ \ \ ,\ ' \ ' ,\ ' ' '\ ' ' \ \' ' \ "" ' \< ,,,,,2,,, \ 'I ' r~ Dcitei I \ ~1,-\ \ ' '' \ \ \' I ' '\ . ' ...., ' \ \ \ ' \ ' Appr□v□I Rei:omm~ndnd By ' \ < -.,..,,-"' • ......,,.....,----"T-,- ' ,,, ' ' 'I I I' I ,'' I • I ' ' '' II,,. D - 4 " ' I ' I -. 2 LiC'• ,J • t ~ {JI • (I' (l) -.l \S) • U1 I 1,,1) U1 \JI ' \ ' ' ' tl/'t STATE CA,LIF' I' 7 .,, ,~~1 , ' I ,/ , . ;., , '~ J ' /' M,4r"Clj •~)(;.,.;: · ,., ,~,., , . '~I '/ 11 ' ,I I - ~ ' ' I' 'I, ( ' ,, ' '' I ' ' ' ' ' ' • ' ' ' 111 ' ,, o--H+-~--">----~--l.t.2..:t!i4 21 R,C. PRN H ~ \ . . ' o I ' ' ' ' . \\ • 3' \\\ I ' \ I '\~ .,, ' . ' • ) :' ,l,,J,.,. ·~ '., ' ' ,' ...... -' ,\•tt~ .l', f '' \ \ ' "AS I I , i I ' ,'. ' ' > I . ' ' ' ' ' ' ,. ' I ' ' ' ' I ' ' ,,,~,,... ~-~'lt""•~r~ .... -,,, I r T ' ,, I ' ' '. ) ' , ' I ' ,, ' '' ~ ... ' ' ' ' ' ' " ' ,',~ r ~ •" ...1 . "' ) ',' • I ' ' I ' .: ' ' ,' ·.' I" ' " ' \ ' .. I ' I ' ' ' .. ' '/ ,, ) j I ,, ' ' '-j!f i, ' ' ·-/~. '" ',' ' i~ ',t, ' ' f" 1: " ' {I: ' ,.,...-' ., Project Englneutf "\·---·-- -~----,.,----~--~----,,,---:--;:--"---.--~,___..,.._-~-. ,-· ~--~----· '~ .• --. ·u:::, 1" N1 ~ i; B-2 .,----. . , ' Ct Line L1 3 08"44'04" R= 2700 1 ,~ 20& 20' L~4J/.b0 ABM U'7&::i Ditch See Consf Defoils A.C Sp1Jlwoj CJ -r Y OF i Dat~,---~---O~sign En9inee_r -t-D_at_• +.......cAp..'..p_ro_va_l R:.:.ec:.:.•:.:.mm~•::.:."d::•:..d S:.'.cy~1 .~ one Cbb/e ------- 120 8"5ewer \Z.0 C J-\ f( J__J S BJ-\ D ~-............... -------. - ', \ ="""'r' ~ 3 I l ' ' J\;J • '--I --/ ·---~ --............... ------___.. --- • C>CN2.4- • -Dro1noqe easernenf Aq;urf • V) 1:( \.) CC\. Cl\ <'I) o\ \)" ~ Cl'\ ('.,) --... I I I I I I ' , OIIT. COUNH lll'IUT( · TAl / I .SD 78 I.I . 2.3 7 ! .Ill \~t... .. ,.0 .. c, __ ~M<..!:.,ua ... f. .J., 1.96£ -l0A,1;,~ ~·-::y1·.tc:c.l c;,,.;1 1·.1:;';,f!"~r !~-·.F':i.) "AS BU I LT" YEAR COMPLETED~~-'-- ',,1 1 ' '1 j 1 ' ' l I ' '.l 1 ................ , i ' ., .,. ' .. "3' .•., .-""i~ t.,·-~-"-'--'-'--- {i .!"".: t.-,a·o ' • ;•. ,60 -~ ~" ,.'.': ·-.:.;,,-',.· ,-.·,.•';""" . ". ~---&-. . .. /::.'fl . ~ . .'? ·-:.~ :,~ .. '- -~ ..:i...-- . ' -:-;·--··-, 0-,; .'t---·-···· ----.. ~~- a-.1.-. -·--· ·-,,---.:.+ _+,· -4 t --. --. ., t· ' .. , .... + --·-__ .......s..:..., -r-' --1---· ·---.. 1 --- ···i . r t ·--·t - . ' _.,.ct" ' .-_-'!,:'. --. -· . . .. ·- •--f--.· .. ......: \~ ' ' , , • 50 ... 40 PROFILE ··----- C 20., ' . ;; . I e I \_, ,, I ' '~ ~ 1, ' ,< L ., ' ' I I ,• 1'' ' ,, ' I • ,' ' ' J ~ ~8 ~ ~ C\i (!)~ ' ~ " ~ II -...::;: ti:,! ~~ "- • Top orC&nnel ' ' IE or Chonn~( ~~ Prof'/le C)~ 'q. l\loSc ' l:t,J • • ' 11-'o "oeplh of Channel /. le 1tr, . ,, ' ' .. I I Lt Side Channel ,1:37° 25'52., R= 200' • T= $7. 76' ~". /!JO 66' • • ' ' { . , ' ,' /J. ,, ' I< I . ' ' 4 11 D10 J113epllole 2o'x /O'CC Sid /03 .;-33 fo Sfcl //3f00 (/;.Channel L1 ~ 37"25'52" R~ 275' T"' 9317' L "'/78 6(,' 'I PLAN Sea le I 11, 201 SeeDefa1/ Below SECTION 0-0 .. POST MI LE l I S.D / I }.J " l)lt"tlt1C1 1tt•,11:;.•N5&1't t) " . ,,, • ,' '""""""~--"-1 > j ,%'5 --· • . ' -., ~1-1 ~.&-~-~V.£1L __ !,~,i~! l 11 : ,'1}1,1"':'r of Des1Qn ,, . ' I I . ' r. , ,r,.d C 1 ) t11g,noor ijo S '• 7 '\ .. i•i •I " ' ' / ' ' ,. I,' ,, , "•' ' ,~ ,,_. ', \\ ,, •' •'' ' ~'.I.I ,, I• ., ,. j ~ II- f I I \ U,,1 . I ' ,: ,i "' 'i ,/ i ., . -" " # '.' " I ,'i ' ., '~ • ' ' ,, , -r ;, • '11 ' -,, ' ·,J ' ' I ·' '1 " . ~ ' ' il <2'.Q_ ________ _jtJt=======~b========i~~======::;:::=~~==~----===1f======;;~~J~~™r------t------------------r------------------r-----------N/2,,/00 ' L1 OI 31" 25'52 II l '~ , l ·1 /2000 '" ," ' I ' ' .. Nok: See S/Jeef No. for Locofi0/7 of' Weakened Plane Jo1nfs ' ' ' ' I ' ~ I 1 H 'I ' "' ,. . ,, ( CY ~I ' ~ 0 " ' R.., 350' r~ 115 s?' L= 228651 2 1 !lanes· vbr1es ✓, , ,1 i/ones ~z}-(40 lo/00/'-i----_ /2'/o/650' I \ I • . G"C/2 PC.C IL1171ng ~r,r I Ct/ 1/ J x #4 Cort. #3@/2" 801/2 fYo_ys 4"!);{1 Weep holes IO'CC 7,,C/ossA PCC /!0"jj,7-7.d;n9 Chonnel L.101r;g1Boffom) TYPICAL SECTION LINED CIIANNcL No cole 'iJ w ~ ~ .....L 7'C:r .LLL:..LLL--=-:m~ Cmcwla ' ' '"" ,Voll ~. ~ _L ~ \..1z" Scale 1'"'4~01 5,, 0040 DETAIL OFCUTO?r '"• .., r __ _... "AS BU I LT" CONTRACT 2.4-09 3_.1:..:__ YEAR {~OMPLETED'. '-C. CONSTRUCTION DE.TA I LS \I I \ 1 ~ ... ,· ,. ' '~ ' " ~ ,, • '. \ ' i I I ' ' l 'I I ' · l ,, ~ '. I I r+ I ..... ; ,,, " J I I -~ -~-., . I !J :--) N l'-1 SJ_, C"', (',"' ~ ' ' ~1:: .~j I.,,.; '-<J ~1 (\) I\J i .. '~l r·---1 .. ··--·----,---·, ............... , ,. ~ ----·-"""""' ,,,_,, ___ ,_ llj I\) % (,);) r-... (\j r-.... \\,) !. ~ ·i, .• ·{. , "" ·-····~' ----···-----~-·· ------~-----," . --.. ,_ . -----... , -------- ~ ' LOCATION 0rvVEAKENt:o PLANt:JOINTS IN CHANNEL t'i 12;· fi1?{l RC['j_ Culver/.....____""'( -~ -----~-·----·--1 I I I I SECT/ONA-A 01.:-lAI L. Or-A.C "5P/ LLWA Y SlA. 111;19/C"(So_q) SCALE 1•..,4' • L1r1ed Choonel --~-/tJ~6" --· ._____, .... --.5~0· '"I .. '.$~6 PLAN • ,5;/ l~· l/ ('.) 1V 7/-1 J·i1 U C'tl,'l N NE' L, LI/Vf1_) Cft4lV/Vf:"f. 3'l~i: LT. 57A, /20f-t:Jf)t//1:JNf.~~1,Sl"30"GM.P 5'C..ALE l"-•4' • -Lon9i/ud1tJq/ Joint On ft Std I I /-t-00 to Sf<1 //3+00 r-------------·-------------, 1 I I I I I '~ I I I I V I i I I E)(1'.sfing /Ox5' Culver/ Opeoin.9 I I I L---------------------------~~ ..r---~----+1--------,---~ CCo,s/-rvcf Re;nf' Cone. '---,•---A Plug coch end or ex;'.5/ing Cu/vel'f DETAIL OF PLU65' rOR f:-XISTING R.C BOX CULVERT@ST:4.l23t00.t NOSCAlE I ' I I 'I ' ., : . ' .k "i/ I., , •·.,• ;· . • !'• ' /·.,. 10' Place I Ton Roe A Slope Pro/ecf ion Me/hod B ' . ' ' j TYPICAL SECT OR/Vf:WAY \ - \ 1/.2400 '\ \ ' ~ /28rl2.53 "CH" ',; II 281-53. 74 PO.T CH IZ81-0889POT'rRS" \ \ ..... , .. "",>-:,-.➔-' \t --~-p~;lj__ Cobble S/a,.:::?e P/D"ecrlon \ A ..... ..-i i/nin9 B"Thick Nok:See 7jp1col Section-Lined Channel; Sheel Na t 2' • PLAN i 3co/e /''= 20' . SE(T!ON A-A ·No.Scqle • COBBLE SLOPE PROTECtJON. ,i '\ .' ,,,,,,, .. ,·,;''I,,,.' I'':'}'·'•·:,.:."·• "•·•: ,.,. ".,.., ,·· .j 7 CALIF. :: I POST MILE 1--.----,,----,=:--i-------t---:---e,o 1 II Z.J !HST. 'COUNTY ROIJTt Sl·H'.ET ll · Ill ., Rli!furn SecfiorJ, (' \Jlli.-- I· I ,, I -' ' ' ' ' • 8' . ' ., ... \' Mefol Beam Sorrier .Ynsfa/1 P?r Sid Dvvg. "'A 77-10 APl'IIOVltQ • _M_a-f .J--/ _ _1_9_6$. .. fL__II~ __ · _.. "' ,_,_ ' ' ,.·,, : ., ·.,,, ~e.,,,;,~d (!;/ [,,y nllir N~ ·5600 Std Return Secfion El. Camino Overcross/ng Bridge Piers MEDIAN OBSTRUCTION DE.;=LECTOR No.,Sca/e I{ "' ,., 125-tOO.OOCH Beq .. in_ lfochS/ope Proleclion -if.Side ·.. . S 0"05'/9"E /25 .. 126100.oo·cH • •. 8' l_ I TYPICAL SE CT/ON OF ROCK SLOPE. PROTECTION Place !7onRockS/ope P'rofecfion Per MeJhod"B" Seo le /'1= 5' / /,, ,-... ,,..,.,, ... ,_ I ";-...... ,,)::.-.>•- Begjn Rxk Slope Prolecfion' •, RfS1de ' • ·· Vories 401/0 /001 TYPICAL SECTION Or CHANNEL<· ... , _pc.c Cha17ne,/ Lining SeeOehilto Leri SECTIONB-B .,NoSe,ole fLAN OF CHANNEL SHOWIN6 LOCATION OF ···.·.··.I TON ROCK .!;L.OPE PROTECTION SCALE/":: 20' ' "AS CONTRACT 04-0 9 34 .,,.•··· ,. ,t ', . ~-., ., ;~! ) I ! I 1()2+00. 0{} £1/C' El 24. '18 I L----------........:.''~~1·_::. •-=--/-·,· __ ..;t_ ______ ....;..... ___ ~--.~ +0.48 ·✓• it .. .,,, Be9/)Jn1119 ; Oriven Concrere P/lt!'s (45 foni) Closs' .D of A-/Jvl:'tm!-nfs of''hrid9e: · Clos!J I of Bent $pecilit!'d f/p ••-elev. -10.0 ,, - D;ofum El> 12.67 Top o/.14'" l(C. O sewer. lint!' ' ! ' Elevl!Jt/o!Q ' 0.00 I 102 Toe of,/;// ,; Top' of flt/' ,. .; ' ., i, ; '~-'.·'. . ~f ,. • ' . I . P ROFlt1_E ''" ivo Scale w /'Pier E ' ! " end of bridge . I ro· ----~---- . Approx. or/qinal ,Jrovnd ' .I Abut.i 3 ' . j ,, 103 /P;le l"tp ;;'ev: 411e ~ 14. oa: Ptk r~ e/,.v: ,4th!/ ~ 10. 93 ~ FRS S 15° 30' 00" E 11' \ .. ,. \ ,,., •• ,,_,;, ·,· . .,_, ,. I"= 10' !0i +-6-4. 78 "FR$'' 10 + 72.22 "Channel" ,, I I t / ' r PLAN i ' ' . ' I t \ . ., /cJ3+00.28 ''£8 El. 24.97 ' I ,. To oc@onside · and Carlsbad' 7· • (J) ® 'Top 6f ri//r i /)/limber of' brld()c'1 and year corrsfrocfed. Nome of" slruclure. • F<DR GENERAL NotES SEE ''Foufldofion, Pion" shl. LIVE LOADING H20-516-44 AND ALTERNATIVE U-094-/(2) I tf .. ' f ' P'l:D. Jll:OAC PIV. NO, 7 STATE CALIF. I'. A. PRO-'ECT No. $MEET NO. TOTAL 8HEET8 /! tJ' /'-'()" 8'-0" I ' 12'•0· ' . 12~0" . 8 '-O" I I \ ti • • 0\ ~ ~ -/.5 .1. ,' ' ' ,7 (.() '°I.I L -, • . !· I .. ♦ .I . • . . ' ! (, ' I ' ' ' -' ~-I-<:: $' I ! ' ' i .. / Profile / . . i ' ' ' ' .. ' ' !<:: IC l Grode '· -/.SY. . ' I . k: ····'r [ ...... -7yp~ I arr1er B R ailln9-.... \ . \ TYPICAL S~CTtON ' AP.PROXIMATE QUANT I TI ES *STRUCTURE EXCAVATION (llRIDOlit) *STRUCTURE BACKFILL (BRIDGE) FURNISHING CONCRETE PILING,(CILASS 11) FURNISHING CONCRETE PILING 1·,c1..ASS I) DRIVING CONCRETE PI LES *CLASS "A" CONCRETE (BRI OGE) *BAR RE I NfORC I NG STEEL ( BR I OGE ) BARR I ER RA I LI NG (TYPE 1) *FINAL QUANTITIES 70 C. Y. · 40'.C(. y·;. 265 L.f. t95L.F. 16 EA. 180 C. Y. 4'2 • 000 LBS • 186 L.f'. ,;. ;i. J 5 63·// VIOf/0409.3. ,,,.1..Disregard prints bearing earlier revision dates INDEX. SHE£T NO. / 2. 3. 4, .s: 6. 7. 8 • 9, . , /0 //, ,. '~,; TO PLANS TITLE General Pion Foundof/on Pion Abufmenf ¢ P1~r Delo/ls Typical Secfion { Girder Loyoul Girder Reit7lorcemenf , Standard Details No, I (r-Beom) Borr/er Roilinq Sheef I Burrier Roi//119 $/Jeef 2 Concrefe P1/t! Oefo/ls Standard /Jeto/ls ~ Orolns ,Lo9 ol' .. Test Borin9s _., 'f! ' ., •• ' )l ,i;,, ... ,, ·• AS BUILT STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS SHEET OF ·--t-~-· BUENA VISTA CREEK BRIDGE 'l:.OOATEO WITH'IN Tl£ CITY LIMITS OF CARLSBAD AND APPROX. 1.3 Mil.ES •EASTERLY llf' THE INTERSECT ION Of' RTE 5 AND RTE 78 IN SAN DIEGO,'COUMTY ·~r-1-.-.-...l--'--1-----·-7- 11-~Vti.J l""l,tl..-'la..al .:1 --------db,....,s=>~--,.----------=---------,,,,,.,==---==--~--·-···-,...1. ______ i-.. 1 -----------·-- 1 ' ··~··'---"~ -.•.. ~-· I ,I i I' I 1j Ii' I I I I ' I I I ' I I I 11 I I I ,I '' ' I 'I I ,1 ' I I I ' ' '' I i ! I, I ' 111I.' :I!! 'i! ' I I I. · · I I . . I 1. I ! ; '' I ! I ',, 1 I 1 1 , ,I I I' ' 1• I .. I• 1,,. 1· ·, ,: I i 1 • • • • i I ' I I I I I I I I I i I i . I ! I j i' \ ' I i' I I I Ii I I• i 'I· ,1 I I I I 1' ,·'.,,; I I ' ' ' ,, I ' ,, I, ,"I ,, 1, 1_,j ' I I '' I I, I I " i ' I ' I ,I I ' I 11 I i ,, I ,, ! ! I I j! i' I I ' I 11 1 1 i I!' j", I ' I I I II I I I I i I I I I ,, I I .. I I I I ' I I ii I I .' ', , I , 1 : I 11 1 1 I , ' I' 1' 1 ' I I I : I I I , I : ;I, ,I 1 , I: 11 I ' I I I,, 'I '11 ',1 I,, I I I I I ' I I !' I, 11 ' ' . I I Ii( I .' ,I I, I 1 I I I, ' ' ' ' I ·, 1 -1. , ,I :11 I I ' I I ,I, Ii I I -, " I ; I I I 'I I ' .. ' 1111'• ·. !1 '11 • ' I i I I I ' I ! I .' I I I ! ' ' ' ' I ' i I , ----------, __ _ .. I. -L -_j_ _____ L - 1. l ' , I , I ', I I BE.NCH MARKS ;i I Po,n-t-(7 £'/ev2617; Sta. 99+.S.J. 09 "R" BC zq77!R, 'L Rte J 9b Br a.s.s 'D1sc·1n C'!lf'/c, ! i P~int /8 £le v 2 4.il.S- 5tai l07+3-3./9 f't" EC 2.977'/Jt ' . 1:.. Ate /9h Bra..ss Disc ,n conf. I I I I ; I I f02t09. 78EC \ J0/1-0 711 PRC l I ~ I N /21.38.4-5" W272.0.'72. I I + / 6./ Ri=· e.so· b.• i!.8°5.3'10' T~ b4.39' L, /Zb.04' . ' 'I I I i1 I I I l NI 2 I IS. 33 W E.638.SS I I + IS.8'c-I I I I I I I r ---.,.-i-i 1-+ ---r..1 I I I 1 I I I I I I I I 2 I IS.SI I I + I i•/4%~ ·I QI" I I 10 ~ 18-S i'FRS" ( .f1 ,: I r:I .m~o ~r.1.1 l",eJ I I I I I I I I ::...._ I I ~ I I ~ I I . vi I I ·:;: I I I I I I I "' ~ ~ ll.. ,\ ' .t ' ti ·~ ~ ~ ~ '-'..; Q IJ :::., ~I ~I .. OJ ;:; IJ It) • ~ --- + IS:Z I • "i-: • ' ,, ., ( !/ ~ • • i\, I • l+ ' " I I I • ' : ' ' / j • , • I. /6,/5 /6,47 /6./ ·1s.1 \ \ I ) CONTOURS CHECKED I: VERIFIED IN FIELD Date, ~-4-b_i_ Yl y : X :)i-"'J,el,,:;.. __ I I !Of.-92.22 8.C. N 12 Oo/f. 40 W 2.SOB. ,2/ j1)2r 99. c8. 103 .. 19.78 811' N 12 009.33 W2.609.IS 102+ 61-. 78 "FRS" !03t-72.f2' h" ' I Al J2 062. 33 vl/2623.85' DRAWN (ll,J;(ll{)l)) 7 CALIF. Dl9T, COUNTY Roun 8RCTIOH ..... ........ Ha.y ./, $0.£ i R· 2sb· fl~ 3s•o9• 1..J" GEf\ERAL NOTES T· 79. l'I' l• IS .J.39' /0f+/76SPRC NII 983. II ill/ 2.;S ..'i0.1-2 + /J. 7 OE81G1h A.A.S.H.O. DATED 1961 WITH REVISIONS AN> AS r, SUPPLEIE:NTED BY BRIDGE PLANNING AND DESIGN MANUAL. LIVE LOADING: H20-816-41t ANO ALTERNATIVE RE INfOffllEO CONCRETE I f'S = 20,000 P.S, I., N,: 10 f'C = 1,200 P.8,1. eoNCRtTE PI LES 1 4,5 T ONII UTILITIES (1) P.P. NO. P128818 ) WIRES E-W AT ELEV. 52' 2 WIRES E-W AT ELEV. 4)' (2) P.P. NO. P12ss1, 3 WIRES E-W AT ELEV. 51' 1 WIRES E-W AT ELEV. 42' 1 GUY WIRES AT ELEV. 39' (3) GUY POLE 1 WIRE N AT ELEV. 401 At SO' b • I1z• 09'1311 7., 7'f-.34' L=-97. 871 ASBUllT· D~ll: I0-10-<otii, NO A5 BUILT C.HAl\16l:.S. ii" ~t,· '. ·,;ff f t\ ~ -·~ .- . ', ·:~ •••. '., ~,, i;' '' \ ;/ 1.,, • ','1, t., ,, . /3.o R Bottom of' tooting elevations shown .,thus: D_ Pile spoc/119 nof shown. See·-· ''Abt.1lmenf -- . f Pier Oefails '' sheet,.)''--'),;', C •. .·, .... -~· BRIDGE DEPARTMENT DESIGN SECTION Section f5"-. u._ ~,().() Supervisor~ ·~ 'U )l<>-,o O:: STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS BUENA v1srA CREEK .)-z 7· b·f DETAILS By ,'I 1/ft:) ~II 7 .,4- l S -i '3 • E,4-J~/>sscn%<r FOUNDATION 'PLAN BY L. I( ob u,,s £.~. 80.V'I k,s;fo,J ~a;;-;uA::;:NT:;:;;,T;:;;;,E;;;-s+.:.,--;;..11::,/J':-: .. ~01:~ .. r;~:::.:/7,0;7,:-,_.-I.£:.Lf ___ . -.. _ _:,~::_:::..:_::,.:::.:.....:...:._:~;...::---.;.___..:::_:_:_.:_::_ _____ I ~ "-"----------'-c-----'"'"'' g,,,,; Ja,nss,:,r '%v SCALE I• 20' BRIDGE57C-178 FILE DRAWING 57ClT8-2 .it... I ' ' ' I ' I I I I ! I PRELIMINARY DRAWING No. Disregord prints bearing earlier revision dates --+ P- I I I ' i l ., I I i I : I I I I ' ! 1111'.· 1.' 11 'I I ! ! . I · I ' I i ii i ' ! REVISION DATES I I I . ! I ~ ~ <;)i - . i::: ..... ~ ~ 'I ' ~ C) ~ ,, ~ 2:0·: I ;:o· t -n . L I '-- l.t., t C) (/) " ' a:: ~ LL • ~ ~ !02+30.28 Abut I V) l02-f99.28 Abuf. 3 r-A r-+ + -I----7 r---7 ,--7 ,---+, r----7 I I I I ABUTMENT PLAN ------ ' ,,, I I "' l,<: ABUTMENT ELEVATION 3/ ,, -/'O" 7/6 -• A buf. WINGWALL ELEVATION £ A6t1lmenl • -- ff N 74° 30' 00" E I I L< CO~NER DETAi'L 3" ........ ------.....--1 ""fl !of 4----• i-l •---€, Abuf. 2~6" 1:.3• 1~3" r . /!O" Min, SECTION A-A #4 tdf. 2 SECTION For 'ro//in9 defo//s, . see BorrJer Roi//119 shl!efs j DIST. COUNTY ROUTE SECTION 1!,lll _!CjTAI. // SD . 78 • ·· I , · -I /./ /2..l 65 /// .. T ......... · Alov .t 1.965' , /02+64. 78 ,c ___ _J ____ j I 3~4~· 5 $/)OCeJS @ 6~9~"• 83~//fz" PIER PLAN I ' ~ L,. PIER I . ' I 3" £ L ~ I-+"--i "4CJ@ 18 ..;.: L ELEVATION· "'6 Cont lot 6--ti---z "'4 Ll @ 1a Befweeo girders . I I SECTION C-C As:sol,~tj'·' ::,:·:···. · ·: .. r ,' cb:0R1:cr10N. s 0 .vA.1;;, .,..,,,,i-c,.;· e. r..·····•·: t\, ····'.• li>,1-.,.. QI.._,.._ 3 J' . CONTRACT NQ,;H•o:f:o9,s4 ,. . . J. DATE 10-10-:,1o . . NO AS au,.1.r CH~NG·t~ b we-eos---~ .-----------.---------------------~ STATE OF CALIFORNIA ~ BRIDGE DEPARTMENT 5 HIGHWAY TRANSPORTATION AGENCY Dl!PAFITMENT OF· PUBLIC WORKS __ .:__. _______ ....,;;;D,;.;_IVl:::::Slc:,:ON.:..;O:;.:.F.:.:,H:.::IG:.:.;HW,;.;_A:.:.;YS'---------------11 N DESIGN SECTION ~;:!~~sor ~ \\) ' ()1 b 2 -~ DETAIi.ii B1 /CA T.tO,tc,9 ,:;. --··-,- OltSIGN B,-8 _.../4 BUENA VISTA CREEK BRIDGE _,., 8e,I, J,.,,,.,o,.., ABUTMENTi 8.. PIER DETAILS t..,. t--::-QU::-:A:::Nr=,r:::,,.=-s i-::::.,-:::,C:'-;! ~~=-~~~'-1-----=--=---.:=-....,..-i--=-----------....-,.;HE~IT,:..,.--.:::OF:-I ::J. l----------------------ir--------------------------,-illllllli-.W-.--------------------,-:~------J:-:-:-:-:-:J:-""":"';/'~B,!.,~;~.J.~t>~n~s~£~<>~,.,=-1~%!~B~R~-~~-~=E~-5~:7~C~-·:/:7~8;.;;;~;,D-:-!R~~~~~-INiG~5i~T,i'C~/~7.E'8E-~3;~~~~,;~J]J]~11E7~~J'°"'., 11 r.; REVISION DATES (PRELIMINARY STAGE ONLY) WO 01,re;ard prints bearing earlier revision dates , , _',,;J ---~··•---' ----~---____.:__--,---------,-···· ! I I 1 , . 111[ I I! I . I I ' I I I I I I I ' I I , I I ' I , , . , I ' I I i I i. i I, !:! I' I ' I ! ,·' 1' I ' ---------- I , , I r i I I , I I ' I' I ' I l'I ,I,, , ,, ' I I ii I I I I I' ' . ,I I I ' I I .• "5 Conl: .... I /' ' It ' C\i ,, I'-. I Fc,r r(J///n9 defo//s s~e Bo'rr/er Rai/in9 slleefs . . ' Tof. 6 per boy " .. ' -/.5 ¾ . I /" Cl. .. ,-,.... . ,.. ' • l • I · r• FRS 42'-O" Profile Grode I 1~2 :·I TYPICAL SECTION .... ,- • ~~£ Abof. 3 + ' -------------------------+-ti-- <t 'FRS . ---------------1---t-t--t---!---·----------·------------··------------·--------1-t-tt-------- --Stop fronsverse deck re/nf. .3" from face of' o/Jufs ,I. /;ent cop .. --irr::=======+,-=lf.-1:r-+r-=t======= - \ \ ' ' £ Al>vf l- I : 7@/5 "I• s 15· SO' 00" £ -------------------- ' PLAN i.--f P;'er 2 I , 1, · 7@/S Stirrvp spacing I · 1 r r,v,,., LONGITUDINAL SECTION I . , .. ( I I! : I 11 ,,q q ; DIST.. COUNTY ROUTE IECTION INHT TOTAL .. -·-· II /.I/ 2.i' 66 /II RIE T ID CIYIL ENGINHR NO. 11111 ,... i ~;'\ _.--:-TyP_e I .. BorrNJr Roi/1n9 .... ✓ ,[ ✓ 3 Equal spoces -. 1't~t • -\ 6H r-,-.._ 34" Drip 9roove SECTION A-A No Sco/e CAMBER DIAGRAM FOR TOTAL GIRDER DEFLECTION DUE TO DEAD LOADS No Scale The' fofol derlecfidn will be reached aboof 4 yeors af'fer ··· Folsework removo/. For values of fime · or' rolsework removal div/de, t!Jose shown by 4. Tile amount OT camber for constract/6h11 wit/; ~¢ deferm/ned by fhe Enqin~r. ' ,, ., ' I BRIDGE DEPARTMENT 5 DESIGN SECTION Section 0\ ... 1\1 ~ I (\ /} Supervisor~~\) . U J;l.-4-\0,, ~ DESIGN a, ~ ,8 4?✓/4.u ¾ 4 """" Bob J4nssc,,,J ~;.:, '·'''<\;-Y-"':, :,, :, ','.i/"-J/ ' AS BUILT CORRfCTION$ BY f,,, I., KgrpfiOf}~r 8 D ~ C:ONT'RAC'T NO. l)·Q4Q934 'DATE JO-10· (..,G, " ,. ' NO AS 81.Jll.7 CHANGES BUENA &TATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGl!NCY DEPARTMENT OF PUBLIC WORKS DIVISION OP HIGHWAYS VISTA CREEK BRIDGE .,,, . ' .I ·, i ' ,._, Bb ~ J(J,,,$ $.,,., %,1 TYPICAL SECTION 8. GIRDER LAYOUT ~ 3)//6" = /~O" QUANTITIES Br /:./17',90/-,IJ /0/t,'J-SHEET OF ~ ' 1/1 BRIDGE 57C-/78 DRAWING ,, __ ,, "'f' --------------------------.--------------------------~---------------------------,.•w·o--------.. ----D~---a·:·p,·~n-~-bealli~lli:,i,:~-sii,:.•"'•:• .. ,■::-:·:,-N·O·. ---.--.~,-~--,-¼:ll'!!!::~;,~SIO~N~D~l!i!r!!!!ES'C-/~-c:5'--. 4 --•,i!i!CP!!!RE~LIMl!!!li~AR~Yl!!S~!i!'!Ar~':-!!ON!!i!L:!!11, 1 •-=--."' : .1 ' 1 i, I, ' I ·Ii I I I ' I ' I ' ' I .. ... I ' I I ' I . . ... . .. . I I I I ' I 11 ' I: ,, 'I .1 i I \· 11 ' I I • ' i i' I \ : I j ' I / I ·~ I' I 1 _ '--~· £ Abut .3 Cont. I :· J II -~---... '' ----//A:..,.. ___ _,, _ _. ___ --t ________ .._, --.....i'//---------+--_______ ,___ --------+--' I I 1. I --......-----,-+----------------------~-------------------1--------------~-------------------~ -----------+-- \ , , : 1 • · I ' ------------------+-------------//.i,,,,, ______ ,_ ........ ___ -t __________ """"',1-· -------------------'-------- I £ Girder I I f-+--~' ------------~---' ------1 ----6.1,' ........... ----+---..... --6 ! i ! : ! i -·--~-------~~------~----~----s~·-~·----+----~-5-1 ____ ~1· ______ ~--------~--------~ ' ' ' -------111:a' =-----+-1 -------+----..... -..... -..... --lllf.l/• ------________ ___.. __ ......,. _____ __ I I : , I I • __ .,__ ________ ---------------------·---------. I i I : , , I TOP-REINFORCEMEN~ No Scale £Abut,_..., 1-+---'-f Spon I i..---€ Abut .J Cont.~ ---,-- f G!rclc_e_r_-~_,__...,, +-+---1_4 __ ,_.___l _______ ------ii _______ ~ _____ J_· --l---------8-~ -----------1----______________ /_'4 ___ '..-'_ ii 8 14 Ii V BOTTOM REINFOR1CE:MENT '' DIST. COUNTY ROUTE SECTION II I.I / 2.J 67 /II ~ / / ~-:.;,q -' ----'---) ,,,,, ■l:ID•II: INGINIIR HOISTIRIO CIVIL INGINIIR NO, IHI ' .. -NO AS BIJILT Cf/AAJGES ' · All reinforcin9 * 10 u17/ess nofed ofherw/s~·. Numbers ol ends of bars /nd/cof e dis lo nee /n feef from £ p/er /'or lop re/nl: or from £ span for bolfom re/nf, X lnd/cofe.s .6t1nd!ed /Jqrs, • I ,. t;:S' ..---------------------------~--BRIDGE DEPARTMENT 5 STATK OF CALIFORNIA µ I I I I I I I I ! I I : ! , I I 1 I.I I ii I I ' I I , , i ' I I ' ' I I I I ' I I I ' I I' I I ' ' DE s I G N s E c TI o N HIGHWAY TRANSPORTATION AGENCY · , 01:PARTMENT OF PU ■L.IC WORKS Cl'\°" (l /I 1--~--~~------".;.;;'v.c:1•.;.;;1o"'N_o"-F.;.;;H.;.;;1G.;.;;HW.:.:.A;.;;Y;.;;e____________ N ::~~--~•~ , (f\ \ /{A'~.,. ,. • ~ Cl!SIGN ., /Kq,,-4.--,;-4~ BIJENA VISTA CREEK. BRIDGE ·- """"' 80,b ,/<1nsSO/> ¾ct ~- Dl!TAILS IJ KA Tl/ 0/CI} 6;/t, 1- -.. Bo 6 J,:,,n ss,,,,,, ¼,, G I R D E R R E I N F OR C E M E NT ~ I---Q-UA_N_T-IT-IK-5 +-.,-1:'-IJ_:;:_T/J__::_O/:'._/:i_::· ""'-'-/-"-0-"-.;:./16-f--__,_""'--B-RI-D-GE---------..-D-IIA_W_I-NG _________ __,-;::s ... H-E_,E-T-::;::::;;.;,o-,:::.-.. ~ "'""" .Bo/, Jonsson Ir.:>,{~ NO. 57C-l78 NO. 57C/78-5 -5 // REVISION DATES (PRELIMINARY STAGE ONLY) WO 1 Disregard prints boarlng earUer revision dates ,;!:'¼I '1/.S I I I I I I I I // ';: I,-;·:: -! ~ ,· ·--I; 1r:-1-, '11-11 ~,-.-,1-,--1, -'---, ....... , 1-i, --,1--, i-,-,'-, -,,I -i--1 -1, ...__ __ ! ...,_ i'-1i-,""-""'; ""'I=---,=,,-, __ 1_1..,.1-1--, 4--~-!--1-, -I ----11,-!l--i-,~-I 1--! -I _ __,11i""·11l""[-1 '•"'"; ... Iii,"'! :i-:1.,.. .• ,,..,:i,.,.._~-il'-I --'-"-'-'--'~..,__~~, _i_,1 __ 1 ...... 1 -"----"!'---,-'-, -I _.,__.....,___J_, ' I 11 I I' ' I i I II I I 11 I I ' I I I ' I I I' I ! I I I ' I ! I I I ; I ii ._.1-·· .. . r· --.,t,1y.·' / ~ ,: ...... ion •t•·.O i • ■ •II ~ W'T'N \ _.., .. , .......... , ~4. ...... .. ':I. hr : ll'e,1~101'1, "l·ll·Wl ..,..,. •8kr c......t-. ' ir\ f'l .1ii\ l·I ... T .... 'ml fldk i1t 'iJ.t.il H" t"I.I r-1 ,,.('es . NrK ?t'/111/ J-1 r,dr_,, '.A'/ IO• ,1-~I ' . 'Al/,/,.,/ r,,✓., ~, .r~ t!l,1111 ,f-,I r o,,,/"111 I .J-J. ~,"_,,_"" .Tr/ b.,-..1.,..,, ,,,_" '/',..,.,, ~...,. 41,.,...,. ~ ., .,_..,.,_. "•"• -11-J 11-Z.-♦I 'rtc-1.J.-r,11, ·u11-1 •• ,1, '-t'"'" 1,,,.-,k ~ 1,11 ,,;,, .,,,..-H-tJrlw,/ .J·Z(J•.l·IJ tfll I • ... k'•t' I .Ji,,,,,nn#ln:, , J·tO"· 0 Vyw,., '11•f! i ,.,,~ "£,,. '""' r;tt. i w.;/ ~ ,,,,,~ ,,.,,,. ,,, ,1,;J C·I • • .. r/,/11,I: Al•I•• 0.1 L-1. ,,. W·I • ,, 0./#i11h "' ""' w11,,f,, r.1•'-l EN.S. '()el,led' sl.,,,. .,.,f ,.,, If!,,.,-,..;,,. ,e,,1,;.,9 l,,.r~-,, .Tr f ' ~,l,lt1,:/ T•4•oM ;,,.,,,..,,.4f'ruc""''' phe,~ D,,,~,,. ~-., v,/.., ;,.1,., ,,71~, ..1 r.1 · 0./rlwl g1,1, v [ ,;, "s-111..✓ PtlCC. J,,n,/" a,.loi/. 1,.1r.J l·l·U ' I'· "'"'· r, II, bt,I( .,,_, 1 ,1.4,;.,, .,.,,.,,.., ' .. ,It ~ l,M~K ""-- C. . 'Ifft .• -(.,,,..,. ,.;,_. : a,,,.,..,.J . .JrJ 1"·/--6-A I t>•lt1kd Oe/o,IJ.21 1,t o // <::!.1c..,s, !"Ci/ ,,."" ,;, 0.1.,'1 J-4 /"IV. l/1,,,,,..,. 1;,, O.l-01/ J·f . .tl:II- #,;.;,rt.,..~· ..... t:)91•11; ""· "· I "' s,•'-' o,<itJ;. ~/, 1/••1•¥ .ITJ .J,.. 11 l'tlwi,u,,,, , ;,., 1 • .Su,,.r,1/.ruclur• "' Plao,;....I D,e1.9~ z ' -_,,.J i l ' I I ' tw,10 ,we .,,,...,M.1< .i.,,.. f l'lou.l I""' J.,.,., 1.1 WI-UJ i ' . . ' . , : . . ' . • • ' ' i..<11 (f .....-:-r li i I 1--+-l .. f ~ ) .. : I ~ ~ ' .;;;;';\'~''" ·t~•-. "' .,, • Reinforct1menf ·conflitrlous fhru joint. /IJ'-6• "8 ~ x6!0"', !Oto/ 4. Place ogoinst stirrups. Const. ft. in slob parolltJI lo re,nf ' ....., "'-¾" key - Const. Jt normol to diaphragm 4-#9 x 5!0 "tot 16, tJQUally spaced. Const. ff. normal to cop. See Detail J-22 --Slab ¾"kt1y .... ,.,. .--~'cc· __ -_--.·-·· I ·~_.,:. -----··" •. ,. --,· ~ ---... -.;.; -J \ 4·· / J ~i • ~ -"B cont. Const. Jt Stem----~• Sde Detail J-20 #5@ /2:t X 6 1-0" (~etween girders. Typical slab ""'' ___.--Const joint I--+----~----/ +~~~======~--+ ~ SH Def. J-20 ' • Stop horirontol bars 2# from diagonal bars. J r-/------::,- / 4-.. / - t . ' • ~ ~l ~ ~ ~ t ~ ... 0.2 Span length to l /Jt1nt Keys 12"± x l'h" o~r. i---------··· -50% of oreo For opttonal loco hon, St1t1 "Placing Diagram." ---stop key 3" from Reinforcement continuous ~-,'.:=:::::=:...:=:::::t:::::..====~ exposed surfaces. thru joint. ____ _ OETAIL J-20 OETAIL J-22 -----straight surface joint reinf. ~-~ -f-.....l'l~'~....,.-----1 grade. ------- Diaphragm vertical 1 or normal to dee/. t' L--,.-~-"<-------->-...-----,,.-----,...._--t Reinforcement continuous thru Joint + 4-118x5'-0"tot.8 for l8"or wider diaphragms 1 at mid height of diaphragm. No additional rein/ reqd for thinner diaphragms. I ,,.__,- I : ¾" -I I I I()" 111 DIAPHRAGMS TRANSVERSE GIRDER CONSTRUCTION JOINTS DETAIL J-3 BENT CAP LONGITUDINAL CONSTRUCT/ON JOINTS t I INTERMEDIATE DIAPHRAGM SECTION DETAIL J-4 "' i:i. 2-~ Cont. ::,,.-;; / / I I ' , ~ I I j I'-----I ,, I'--,,.. 2--1F5, Cont. j:s required, , J+ Bend to clear (See Typical clion ) i ' -, Reinf at hinge. _ l-2 .1. L-3_ ~ f Brg. L·I Flore length GIRDER WEB REINFORCEMENT DETAIL J -3 ' ''\ -· ~ ' ~ i: Support__., 4" Fillets in acute, -f F,-w '"2" lwl 8 IF! denole girder width in inches. Where the increase in stem w,dth due to flare at the support is not more than 21/2" on o side, the stirrups may all bt1 a constant width. In this case the stirrup width shall be determined by the minimum stem width, and the clearance from face of concrete to stirrup wil I vary throughout the flare. corners 1l skew is ~ , 20° or more. ~ ~-....---~ t w 2 --4-------'ir·__,___,·1-· -·-· \~r ~-f G,rder ...-J: 0TYP/CAL ~/~DER FLARE DIAGRAflf!. \. form I V4 • min. ____ :-..:._. ',...r~ ~1'/4• Edger f._in_,_jh ___ ....- Abut. No. I Span No. I Abul. No. I Span h'o I Abut. No. I Abut. Na3 5p.1n NJ. 2 Ber.t ,vc 2 Abut No.3 DETAIL J·20 OETAIL J-22 DECK SLAB LONGITUDINAL CONSTRUCT/ON JOINTS Note: Longitudinal construction joints in slob, if rt1quired, ore to be located at edge of traffic lanes except as opprovt1d by thtJ Engint1er. Tempered hardboard ---'7l'f"/",,.,.,,,,.,.,.,-,,,.,.ir'J"!'!I Detail L-1 smooth side down over 1/2 11 untreated insulating board Oetoil W-1 _,., --! 1-i• clear SECTION C-C ---+-- DETAIL M-1 -~- DETAIL 0-1 Slob O,nsf joint. PART SECTION EXTERIOR GIRDER 1'·0" 6)_19 1/s • Strip. Width of strip to-t form an approx. half-circle ---w--'---1/S" min. shelf Exp. jf. filler -1-q,, I l; '-~ Woferstop to hove 5 or more pairs of raised ribs to provide a I sq. in.min . I ,__,_-~ ,...-..... · ..,span No. c .--,......_Sf)an No 3 ......,......._,Sp:,n No. 4 Span No. 5 Woferstop of deck expansion joint. Bend info roil1nq on low side only.---~ and provide for 1/2" depth of sealant. OETAIL L-/ - () 8 c:: ' () ... , I ·S:~ ., 't::, ~ 2" min. embed. \()' " 1/8" min. thickness It"> rib cross-st1clion ar«1 on ,ach half of the woterstop. Height of r1bf to be ~.J.?" min. Abut No I Bent No 2 Bent No 3 Bent No 4 Ben! No 5 TEE BEAM SUPERSTRUCTURE PLACING 0/A(;l?AM DECK AND SI/JE'WALK JOINTS DETAIL· C-1 • .,.___,. f ef I bet;een exp JI : ~ 11 3 bor _ _ ...,_ 1/ er al v:'tersf~P-i Numbers (/) and (2) indicate sequence of placing girder stem concrete. (2) may t>e p/iaced simultaneously with (I/ wher. approved by the Engineer, and provided that the (I) sect,ons are placed in adjoining spans. AS BUILT blAJ~ ras--, NAILING STRIP_. ~I 1, ~~\ .J Holes will be permitted in the outer ~" ~ ~>f!l~~E!; "3 ~I of the web for w,re,rings etc. Tte web to"3 Nail or staple to form ""' · -1 J bar • , Top slab concrete (3) may be placed separately from (I} ond (2). (3) may be p/oce.J continuously or in ports os approved by the Engineer. CORRECTIONS BYAL l'klcpUoQet V CONTRACT NO. 11-04093';\ 8/64 STATE OF CALIFORNIA BD~ MIGl-l'#AY TRAllril~Df'.fH"'"'"ON &G[lrl(Y J~ ,.,:..,.TMf.~T JI Pu8LIC Wc-AKS OIYISION ~ Hl5HWAYS • Fil• XS-16-21 or ex.lVlnsion 1-oint filler. ~ reinforcing bars of 12 max. inMrvals to ,,_. support the wolerstop in proper position r = 1/5 spa11 length u = 1/ 4 spon length • DATE 10-10 -(p (,, ' /l/0 AS BUILT Cf/ANGES BUENA VISTA CR[E.K BRIDGE DETAIL W-I during concrete placement. Alternative ------de/01/ may ~ submitftJd for approval of SEALED DECK JOINT the Engint1er · For any deviation from tt,e obC've #tJe con'rartor s/10/1 sut,.,,t a diagram to 1114 Engineer. (T-BEAM) ~\ (~' N '.} dS I ' ..... ,.-'1--l ....... ~-------~--------------------..-------------------------if---------"'""'::"--'-------------,--,,---------i------......t.-.J....--..J._....._.....1._..1.--J.--'-,, ...... ..-.. ~ ~ ' j t \;,v/ .l • · 1 ._ .. ___ . ----·•-... ·--··----·~---·u_!!l!!"l,--...._-......_ __ ...,. .. I I ,t A • ~I .. ~ -. I I ' ii I I i I I )i I I ' I ' ! I I I 1 il I !: I; I :i1 I I I 11 ' ! I I ! ' i I I I I ! I i I 1 1 1 •I I 11 i I ! " I ' I I· I I ! ' I I 11 ! i I. I I I I ,' I ii ' I ' I ' I ' I I I Ii I I I I I I i ' ' I ' i i ' . I ' ' I 1 ' I I , ., t ,, • 11 i I' I I I I .i1, I , I ' I 11 I 1 1 i ' I' ! ii i I I I I 1'"' I I '! ' : 'i I I I I ! ,, i i I I ' .. • I ' I I ! ' ,ff,,, 111o.,i,, in "lyp, I Ring llev.' cteloil,. . M,~t11•el <II' <kc"!'9 p,,,,.f:r .,., 9.,.,,,,.,'f., 8·1-,;;, .rr.r • At/11/e<i si,,.,.;,,,.e ~/ocJ::. and ~d. ! ·· l2oad 13/oct: ., IJ<1-l/?1, -sec l,J,,,, .. ' ,;, Vf",Otll" ,.,.,/JI ' 1 nttno' c,,,-,,.,,,._ ,.,_. f_·•.· 7i if,, bhc~ in f '/ow,.,. r9hl Corner. .r.r,J 8·1·63 C'MA§1J' ,i, 7flpe I i R,,;1,,,, elev ,Y,oe .z \ . ) '. ;-_ 7J,~ $ ,e1,,,. ,.;,,~ f . 7ifp,c<t I C'..,,.;, , Roil I S'ecfton [ry,,,_ I /A Z . , ZA). 11-1,-,; ✓'r) ;";> . Chor19e<1 ."4 c,,,I i:/:, • ,I, •5 Cl>•r. lol,., . . m r'il'" I [)elail . ;TJ 1;-1;.-6.$ , A#.,;e<I "E'xcef'/. 4S N•le4'• /2, d,m ~ ' /-, .. ,;,-$ .e' ... k;, • ll •/I-4'...! -..I;../ , · /ltltl,;t .,.,, c,,.I, /;l.s ~ ljipe I Rl1t9 . .J cl•leful ~ I. S ,.,ll Ns ecnt. ,I r.J 1-,-u -HI" "Otr~11. lC' ,, ltrr (.4. 1.J S ~ 1 ' ' ' i I ~'' ! ' ~ ' 'll z ~ 1 " -I -~ . ~ 1 w w • a a 1! j j I i ! •:''" ',, .,,; 'I', "!'i'" •, ,,•,·;-;-·,~,--,.,_, 'i ' , Length for payment I ll 10"-~" max. .~ Length for payment Omit chamfer for /~6" @electro/ier, edger finish 01ST COUNTY' ROUTE POST MILES-TOTAL PROJECT .. HHT TGTA.l. 2 1-6" , l~O" i-.--:::.,_._c;__---,...i # 4□fot.5 ~ total 6 Top of end post parallel to profile grade. SECTION A-A ~ '-O"max. Exp.ft. fi//er(/8Op.s.J'.) • r£ See notes t'-d' 7 ,, · 7 ,, !'-O" Electro lier '~" chamfer (optional) 'H andC. Roil cop 9" I I I I I I I I I .IL -11-11 --itj:i-111 ---g r'-H-1 #5J @4½"total 5 each side of Joint. See #4 'ijl@l811 DETAIL X Omit chamfer for !'-6"@ electro/ier, edger finish. £/ectro/ier anchor bolts. i..---,.,t-+----,, Pull Box ~ x5'-o" ctl'. over 2 _1j'JfJ, pull box. 3'-0" min. #4Sjl ~5J@9"See typ.sec. 2-#4 dowels~ tot. 4 H5J@4½"tot. 3 each side of pull box. Ill / 1-011 I I I I I I ' IO~O"max. r----i51---I Shim as 1 required ... .. SECTION 8-B _..--i----t--i Q 114, tot. 6 #5J @9" See Typ. Sec. · r--Expansion jt. --::::l't'lr--t--t SECTION C-C I I ~ "-I I \ I \ I ;" cl. I -,f>,,c-~-+-i ~ JI ·~ 0, /1\ ' ,i;, I ..... TYPE I .RAILING ELEVATION ~ filler ( /BO psi) Top of d~ck:2:::::--]2~I---"·--..1..r:.....:,,.....--f~.?11----1.. TYPES 2 8 5 RAILING ELEVATION 1'-0" 8" { .( I" chamfer.. ~-+..,,_~, 4 . I • Edge of deck #4 cont. tot. 5 10· #4ci7 @ /8 Const. Joint 7 /~ ---G#u,tter grade #...-,..,1~2"@ -./ ~/ "-5 ,.. t. -r,,. 6 ~,, · vOn. 1~0" ,. IT) ~ 'I • c::: ...... ..., :0:::: ,. ~ (:'.) ... , -. I ~ ,. IT) O') . ,._ t: ., I ...... ~ J..tr"-Const. joint """-..Gutter grade • ....__1,--..:,.;=--s ~ @ 9" #4 X !'-2" @ /8 Edge of deck ::, .! ~ • ..,;: ~ <:> ~ • ~ Edge of deck. !NTERME()IATE . JO!Nr /"cl fyp . !'-0" 8" DETAIL 2'-0" • /''r optional lf4_, @ 18_:j 2 GuMer grod!J '4 X /-2" ({P 18 11 ---...... -------....;. - X Gutter grade #4 cont.· tot. 4 Edge of deck. !'-0" 8" #4x !'-2"@ /8 5'-0~ sxc'ept as noted -tt4~r@ 18 11 Gutter grade #5 @ 9" Const. Joint 8" 1 5'-O"min. #5 r:2• @ 18 I/ #5n;.@l811 #4 cont. @18. Permissible· ~ const joint #5@ 9 11 ' GuMer grade 115 l.-@ 9" to be in place before deck concrete is placed. Contractor may submit alternative detail or method of placing dowels for approval. NOTE: Types IA, 2A 'Ond 5A ore 1/milar b "fype1 I, 2 ttnd 51, •:xespl OS noted. 18'.' #4 X /1-2,11 @ /8~- TYPE I Cone. 1.39 cu. ft/ !in. ft. Reinf 1O.I /bs//in. ff. TYPE IA Cone. 1.39 cu. ft./ !in. ft. Reinf. 9.5 lbs./ lt'n. ft. TYPE 2 Cone. .J.43 cu. ft./ /in. ft. Reinf. 15.8 lbs./lin. ft. ' I I I 3/4" X 8 11 bo/f·---t~:: with hex. nut and J1, washer. (all qalv.) i,rf parapet I 3" 2.:Y4" I I i i-- 1 i--+--/W," x !'-0" bolt with I I , , hex. nut and washer. • I I i : ( all golv. ) a.:b RAIL POST ANCHOR BOLT OE.TAILS • I I I I i I I, I ' I ' .• ·' I '. i I I .· I . '.• , ·I ,, ' ,, TYPICAL Cl/RB AND NOTES A. Railing shall conform. lo llteor,t1'cal otld v(irtico/ olignmtJnf. horlzontol B. Posts shall be normal to l't1ill119. C. Curb and wall Joints to /Je loco1-d of all deck joints, dt f piers or bents and of uniform spacing ( 40' max.). Joint sire to bl' V2" min. and . increased 'fo match widflJ of actual dtlck opening~ I I I I . 1 , ii I ! I I :, I : I I I ! II ' 11 . ' I 11 i I I [ ' I i I ; I , 1. , I I , :1 I ' '.'. i ·1 I' I ,I, ' I ·'.' I I •I· . . II I I! b. E. F. G. H. TYPE 2A Cone. 4.30 cu. ft./ !in. ft. Reinf. 16.6 lbs./lin. ft. RAIL SECTIONS Construct .J" deep x 12" wide overflow scupper 2" above deck at low points in grade. Dimension will vary with cross-slope of deck. Utl/1s ore to be backfilled before roiling is placed. CltJOrance to reinforcing ·steel in curb and roiling to ' ·· be 1: Ldngitud1'na/ reinforcement to stop at o/1 joints in railing. ., As on alternative on open joint may be ustJd ,-,, Type I and Type 2 railings. See DETAIL X for placement (')f joint. I ' I : I I ,; r1 • I I' I I ! 11 ! i I : i I j ; ' i , I I I ; i i ' ' I I ' 11 ' I I I'. i .· ! , 1 w.o. I I I ' 11 i ii ii I 1 1 TYPE 5 TYPE 5A Cone. 6, 13 cu. ff. //in. ft.}-ror 5~011 width Reinf. 18.7 lbs.//in. ft. and 11'2% deck cross slope. -{ Cone. 6. 51 cu. ft. //in. ft. Reinf. 19. 5 lbs. // in. ff. •Oisrepd prinB WOrif19 earlie~ rinl1ion dltH 11 I ' I i ,[• I I ' ' I' I ' I 11 i i AS BUILT CORRECTIONS BYA.L 'b:'1rpf7o9ec '73,b.R . CONTRACT NO. 11-0409 34 9/64 J;_,:..TE 10-10-<oea . l\lO AS BIJIJ.T. Ctl/9/t../OcS STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORMS DIVISION OF HIGHW,t.YS BUENA VISTA CREEK File X$·9-63 BRIDGE BARRIER RAILING SHEET I NO. 67C-l78 POST Ml~E REVISION DATES t PRELIMINARY STAGE OIUY) --···" . ------ I i I. , 11 .· I I ! 11, II 1;, I I': I . I [ ' ' I I ' i ' ' . ,,I ;,, ,, ' ::! I I I ' , I : I l I i I l roil post ' I I I r----+---1 I I I I ',: 1 t ' · 1 l/4 "(At ~x. . · . in1deck roll -,; shot/ be increased to some size.) 41/2" 4" --------, I I . I , l 11 /1 5" I. D. Pipe - Thickness =·346 "---1 . 'V' . ' . -t parapet 6" ( 2'-5 ~ ,,i . :1 i : ----µ,~-----------+I-___ --H--.._ -,-.-----1 ~----------~+- ' I I I I ·" I I I I I II I I I I I I II I : II I I . I I I 1./', I I f ' I I I ~ . I I I ,----''-------+-~ -------.:-w..: FRONT VIEW ,. ' ¾611 r~t-/ '4~6"!.D. xo!10" pipe sleeve. Thickness= !/4 ". Back of web on t. parapet. --..i "16 11r SECTION A-A ..... 10611 dia.11 DOUBLE RAIL POST · 4~8"dio. ' 5 11I.D. pipe- Thickness = 3/Jff' I " ::::: ------r.----- ____ _r. ... / Drive fit. " .:ill~+-:-A-t--+-..... t¼"r 9" .I SECTION-8-8 I I I I I I I" ,, I :I I i I ! \ • I I I. I 5 1 "dia. -Sin le rail post. 5¥g"dla. -Doll le rail post. RAIL CAP . I i " I ' I ! I II ' II I . I I I I I I I/ 4 hJ" d/a. • I l\, ' t ' 06''r I · . I 4 1~6" ._.·SECTION F-F l"=t" I ! ! I I ' ii Ii I: ' l.1 !I I II' II I i I I I I I, I ' I I 1 ' . 4 77, "ID O~IO'' ·, ~i6 .. x p,pe sleeve. Thickness= 1/4 11 ----... . 5, H '6 //2"r /· I • • • i REAR VIEWi ,. "' ~ tt) ' ,J I I: ~ ~ " ~ ~ £ roil post ----2,J ' .}-4" V2 ---....,..... ~-~ r----------1 1/ 7/1 /// I I l I r/i I I ' I I ' -------, • ri I I It II I ------T ... .--.---· • I ~ I I I ' ~ FRONr VIEW Blend into boss oreo. I l/4"(Atex. . t. in deck roil "f. shall be r"l-£ parapet 6 ,, increased to same size.) .· r----.,.,.--~=--_., DIST COUNT'i ROUTE 4 11 5''/.D. pipe-3 1Vl6" Thickness= 1/4 11 3 v. " ~ /~" 11//6" dio.hole .. .}4'r ~ ½,"r <:::) <'~o" -. I 6 1h6" ·r ..... '---,£---'46 II T ,..,._-",,, 41/i'r ' ,,~ ~ -.J'r I 9'116¾ ' ~ " it· ~ ,, ..... 4"r ::: f}/4'( II) ~~~---l-+~--+-,i.£o;:i;I-::-~ -f.-µ -t~ ~ v2"r :::: 4~" SECTION 0-0 SINGLE RAIL POST ::: 13//611 9" . '. REAR VIEW . ' Thickness as required. ' 1¾ "slotted hole. I • ' ½" r I . .,,. , . ,l, . ~ .... ,, .. .,,,,.. ... ~ .~ ' • i . ' ' ' . •-. ' •• ' i .. I. ,-i 1 ' ,,, SECrtON G-6 1,/2"=!1 37J6"a/ 'double roil post. I Vs" '<iio. hole in _____ pipe ·sleeve. I 1/811 x I ~e" slotted --...... hole in pipe. l .,.,.,,< .,,1 .. , I 11 i i ! . i i ! ! i ,, 11 I: I I ' " ' ' I Ii I , I 11 'I I 11 I I ' I 11 1 11 I I' I I I 1 I! I I ,, i " 9" SECrlON C-C SECTION E.-E SHIM OETAIL I !/s 11 dio.--i--.. 1/4" :r 1'-0" .. Notes: , , 2 ¼ "x 2 ¼". r;qsher.,, \ '--t"tl bolt, 23/4:' long, hex rlt1f and washer. • .. , RAIL: CONNECTION -1/2"=!" 1 jl 11 I I,, • I i ' 11 ! I I I I i I I , I I I ' ' I ' I I I I ' I WO I . I I ! ! 1' • I ' 1·,' I I, , I I " ~ II ..... ~ I. At the option of the contractor, material for the roding shall~ ferrous or o/uminous. Oeto,ls ore shown for aluminum pipe roil. · ' ~ ~ ..... 2¼" Steel pipe rail shall be 3/J6''thick with 5".I.D.. Rail post dimensions shall be revised as necessary to fit the steel pipe. All pipe sleeves shall hove a thickness of V4: =='--!II • . ~ ~ (\, " ~ lei 2 For roiling on a horizontal curve of radius less than /50: lhe pipe rail and sleeves ~ha/ I be bent to fit the curve . ~ ... ~ _._ -.J ' . -·-• I I ' '! I i I I AS BUILT CORRECTIONS BY4L /Jficp Gc'jer CONTRACT NO. 11-04o:z'34 DATE 10-10-t.L. NO,AS BUILT CHANCJ£S · ... a,o.R 12/63 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS XS-9-71 DIVISION OF uHWAYS ------•----'---------''--"-='---~..,_ _____ ---' \ I • BUENA. VISTA CREEK . 'BR'IDGE ~-' ·. J BARRlER RAILING SHEET 2 OAAIIIING NO SJ<!./?8··8 • / i !' , REVISION DATES ( PRELIM1'NARY STAG! ONLY') OISREGaRD PRINTS BEAAING EARLIER l'tEYISION OATES'➔f----,-"-,-=-'-r=~~~=;:.._.=~~:..!._~--"4 I I 'I ' I' I, I . I ' r I ! ' ', I I ; ' f . . _·.........,C-C.--L.--L....-J-.. ,_ J . . 111, i . I ;i, I .· I I I I ! 1 I i· I I I ' I ' ,, i-t 'I,,,,,, . I '1 ·1 I I I I I ii I I ii ....... ' I i L I I. t ·;' ' ! . I i, ! ; I • • • u-u Min. Shel I Thickness 0.1793 11 01495" 6 x 3~0" dowels, tot. 4 ( with extension tot. 6 ) Min. Shel I Thickness v-v 0.1793 11 0.1495" - u-u v-v NOT£: When ''ALTERNATIVE U" is driven with mandrel, she! I thickness may be reduced to 0.1I96:' • #5 tot. 8 extend 1'-6" into pile , cap or extension, ( except 4-#6 x 3~0 11 dowels permitted into footings I. w-w # d , II -~· 5 tot. 6, ex ten I -6 ,, ~, into pile cap. .:;,..,,.--::--....... Di w-w 1:i -~ ~ lb ...... -~ (:) ~ I I I 'iol 1111 11 1 11~ 111 ~ v i:; ~ ]I I Ii '--!. 111 ~ · :--; it . Cutoff line !:T l... "' 111 I 1:1 I I I I I I @J C) ' I ..... 1il I 1!1 (_j ::: (_j ~ 1:1 I Ill Q..: ~ \' I 'I " ~ \ I I ': .... ::c (.j i Ii I 1 1:I [ ~ ~ .... .... .,.,_ I I I::: ~ I::: ~ ~ (l) (I) "l::) ~ ~ "' I I I ~ l't) ..... ~ I I ~ ~ :-..; 1111 1/I ~ .,._ ~ @J ~ :f:: ..... 'ti ..... ~ 1:1 I 1:1 ~ ~ ~ (I) ~ ~ Ill :I lb :-:::: -.;: \4111 ..... :f:: :::::: ~ qi J//6 ! ~ lb ~ 11 I) I ~ lb (rj -~ -...J ~ <ii ~ I:: v4"max.1 11 I I I ::: ~ ~ I I I C) :"C:> ½ " ' I ..::: ~ ..... : ~ 8" @, C) 11111 I'!) J/4" min. fl / I min Alternative tip shope,3 ~ at option of Contractor. min. Precost Prestressed Concrete. ----- ;a:,; 3 1 6" . ox a min. tot. 4 Precast Class ''A" Concrete. P=/09.000 lbs. min. -#6 tot. 8 (Full length of pile) ' x-x Place diagonal of pile parallel to layout line of footing. Y-Y CLASS I PILES P = 75.000 lbs. min. #6 x 3~6" min.,tot 4 , x-x CLASS II PILES (_j (_j Cl: ::: ~ ~ ~ (.j ~ . ,.,_ ~ 'ti ~ ~ -..;: ~ ·, II) ~ ~ ~ I..J ~ 15 -~ ~ . ~ ~ ·, ~ '6 itP I I I ~ X I (0 ·, I I '--!. ~ I I • - ~ I ' "" ..... t :f:: I ~ -l!:? "' lb I'!) ~ ";::: @J it Q;:: ~ .... ~ ~ ~ t " ~ ' ::: ~ <..) ~ • . ... ~ ..... ~ @i ~ ~ -c:: . . .... ~ I:), ~ ~ ~ ~ ..... it I::: -l!:? =, <ii ~ ~ I:) I..J Q;:: ~ ~ Q;:: -_j '--'t..' ·1:; ·' ~ (I) Qi ~ ...... :£ 11111x 'fi \C) :-.;;; 11111-:.! ct -I -q-"' ~ I I I ..... ~ @.> c:: '12-~ "' "') lb ';:: @ Q;:: ~ ~ l .,.., ct: i ~ Cl) ::: ~ (0 Cl.:. c:: ~ ..... ~ ~ ~ 't; ~ I:) u Qi lb -it ~ ..... ~ " l't) ~ .,,_ Cl.:. ~ ~ ..._ _j_ @I ~ 'I--..... Precast Prestressed Concrete. #6x 3'-6" min. tot. 4 (with extension tot. 6) P =l4QOOO lbs. min. , Y-.Y z-z I I I I I I ~ij Octagonal or Circular c:: r-1J Section, Optional. ·, E:: Ct~ ~ C) ~IJ ,, '12-r-t.~ 1~ r-> t~ #6, see Note "F" #5 Wire @ 6" pitch 1/2" max. I · 4' o" in - ~ m,n. 1, tot. 4 (with extension tot. 6) ~ ~ 'I ..... (_j ~ Cl:: " ~ i (.j .... ~ ~ ~ ~ ~ ~ ~ <;;::: ..... ::::::: ~ lb ~ ~ l ~ lb ~ -...J ~ Q) ~ ' i ½ Octagonal or Circular Sectiont optional .. -- R-R # 5 Wire @ 6 11 pitch er--Fino/ Ground Surface Cutoff line~ - Low Water Elev. in Waterways. PILE EXTENSION "R It Permitted with Closs I Piles only AS BUILT ALTERNATIVE ''z II CORRECTIONS SY~./,, k{a~pilnQer: 8D1<, CONTRACT NO, 11-~02;14 ALTERNATIVE "u" ALTERNATIVE 11V 11 ALTERNATIVE 11W 11 ALTERNATIVE 'x" ALTERNATIVE "y" Di.TE 10-.10-C<>b. /0" min. dio. pipe extension may be used · NO · AS BUil 7 CHAil/Ge. s at the tip when step taper is 30' or more PIL£. NOTES A/ternotives"W" 8 "y" may be driven full length or _may be_ extended. . All exposed piles or pile extensions shall be cons1stont ,n cross-section throughout the project. Alternatives "x" 8 ''Y 11 ( Precost Prestressed J P = Prestressing Force (ofter losses J Concrete stress.- f'c = 6,000 p.s.i. (Alt. ''X"); 4,500 p.s.i ( Alt. "Y"J@ 28 days f'ci = 3. 500 p.s.i @ transfer (J/e" strand) f'ci = 4,000 p.s.,: @ transfer (7/16" strand and 1/2" strand J Note "F": In Alternative "Z" the *6 bars shall extend a minimum of 12' below the lowest of the following: I. Bottom of footing. Closs J Piles may be substituted for Closs D Piles. Unless indicated to the contrary al I piles sho/ I be Class I Piles. Alternative "X" may not extend above ground line nor be used with Pile Extension "R'~ 2. Top of final ground surface. 3. Top of ori inol ground surface when piles ore driven throu fl fills. i I ' I ! I ,' :II I I 1 1 ' I ' I' i ,I I I I I I I I I I I I I , : : I I i Ii I , I I I ' I I i ' I, ' I I I' I! ! I : 11 ; ' I , i • ' ' I I i I in length. . II Minimum thickness of pipe extension= 0.1793. STATE OF CALIFORNIA XS-10-17 3/64 HIGHWAY TRANSPORTATION AGENCY DEPARTMENT Of PUBLIC WORKS DIVISION OF HIGHWAYS BUENA VlSTA CREEK BRIDGE DESIGN LOADING = 45 TONS REVISION OATES ( PRE1.1MINARY STAGE ONLY) WO Disregard prinh bearing earlier datH I I. I : I I i 11 I 1 1 I • • I 11 . I ! • I' ! I I I I i I ! I I I ' 1, , r , I I I I , I .o,,/ /,g,,,./urd ' IJ/oce , ,r,1oc_,11, ah,,,,. a,. ,e,, -.!"dt:J &v. fi';h f!/oeK ,,. o,, . 11!/-.J' ec .IT✓ ·5·6.J Pddlll :rv~'I" 0rPl11 tltl. (JttJ tNidil ,. .r-, 1c t ' 5 ,Jq,. · "'"f· ,, 1" "Orin;. Pel'r,// • 'Ti(,... 11• -/',lie . Jr J 1/f./, 'I- ' l 1 l ~ PLAN Top of drain to be set "'2# below roadway surface. I H - 7Y2" 71/:!" Slope Concrete /: I tJ-..-----1 .c.J ~ 3 " I I ~ Square Bars 1 1 I 'I t.:.t I -9H long.__.,, Roadway surface. ' Extend pipe I" below bottom of deck unless detailed otherwise. 6 11 6 3/4" 6 11 I Y4. II 6 11 Steel pipe 10 go. Note, Drain to be go/vani2ed after all welding is completed. . ,•-.... SECTION A-A SECTION 8-8 ORAIN DETAIL -TYPE ''A" Cast Iron Galvoniztffl""' .·<!!' Unit . L'.' ' ,, , o" .;)Cole: I* = I- 2* or 3" if noted l£"0utlet, I · AREA DRAIN I j I j1il 1 1 : j i ' ',I 11 I , i I i I ! ii ! ' I II I ! 1/4• x 3/4" long brass machine screws, recessed head. i I I I I 1 ' I I I ! i I ' 11 II I I' I I ' ' ,I I' I , , I I ' ' 'ii ' i i I ' ' I I I ! I PLAN 6 "galvanized steel pipe /Ogo. 6" 4 ... tl l'-6" 4" I 11 I I SECTION c-c SECTION 0-0 ! I I I I I DRAIN DETAIL .. TYPE ''B" FOR TYPES 2: ANO 5 BARRIER RAILINGS ---•... ! , I l ' ,I I ' 11, I I ' I '1 II I I I j!'i I I ! I I ' ' I I , I '1' I i I I, I : ,1 I 11 I I , 1' I I ; I I I ' PLAN Relocate , #5 J dowels 4" 8" /deck to rail} to clear.--...,;-..,._* SECTION E-E TYPE • 5" DIST COUNTY ROUTE II JO DAft APl'l!IIO-• -m,n. I 4 I+ . 1 1 to expansion joi~t in •,oil, electrolier or pull box. !'-6" S CT/ON F-F I 5" 118 11 DRAIN Aday J, _,_,l'l._.,65""------'-- FOR TYPE I BARRIER RAILING WO I I i ' 1 1 1 . I 'I AS BUILT CORRECTIONS BY AL Ka.rrfrn9er CONTRACT NO. l\-o40934 DATE 10-10-c,,"' . NO AS EV!LT . CIIAAJGCS. ·?~?j 'i ' .• 13.C.R_ 3/64 STATE OF CALlfORNlA HIGHWAY TRANSPORTATION AG!IIICY · DEPARTMENT OF PUBLIC WORl<S DIVISION OF HIGHWAYS Fi/8 X$-/6.:.'6tJ BRIDGE NO BUENA VISTA CREEK BRlDGE STANDARD DETAILS -DRAINS SHEET 57C-/78 REVISION DATES OF DlsMQGrd prints bearing earlier rtvl1ion dotu ------1 ... -- ' I I I i I '111 I I I I I I I 11 ' ·. ' ' ,,, i i i I',), I :I· I 111 '1 I I i ,I I ! 11 Ii . ! i I I i I ' I i ' i' ! ' . I I i i ' ! ' I . I , .. ,., ',, .. ·~ , .. , ,,,. '", I I I I lo t;,· t:i ~ a ~ f .. " ., " l;l a o: -' a :c !!! u IL .t j l • .\! ~ Li.I ~ ~ ~ Li.I 0 Li.I C) 0 -a:: al I ' 'I BM Po/nt-18. ,E:ler, Z4. 15 S+a. I07f!HI, 19 .. ,.,, Ee <='977 Rf. q_ Rre. /96 (;MSS dtS.k. In cone. N Jc,419. 67 W ,,/!77.?~ IO 0 -10 -so CLASSIFICATION OF MATERIAL MP ?I STANDARD GRAD& SIZE LIMIT.S I 0 l>lAGRAM SHOWING TKE BASIS FOR ESTIMATl!S OF GRADE SIZE OISTRtBWTtDN USED tN OETl'R- MU-IATI0N Of' CLASS NAMES. )E--,<'-r~,-:10 \ IF ~AVEL LS PRESENT IN APPRECIABLE <". AMOUNTS THE TERM •GRAVELLYn MAY X-,-,~-)1:-*-,'°"GO~ 1ii,_ 8E ADDEO TO THE CLASS NAME, VIZ. :)E--,E-*....:IE'--'~-~50 <:). "GRAVELLY SAND~ THE TERMS "COARSE6 ,.MEDIUM 11 ANO "FtNE11 ' WHEN USED TO DESCRIBE SANO, SlLt AND GRAVEL REFER TO STANDARD GRADE SIZE LIMITS. I I I I I ' ,, I 1 ',iii ti QIU k.44/liM.\iLl.t.$\i,R!Jk4!!41#M LEGEND OF EAR.TH MATJ"-IAt.:I m1I GRAVEL -SANO ~ a II I I CLAY SANDY CLAY OR CLAYEY .SANO SANDY SILT OR SILTY 5AND I i I : : " I, I m:3 -5tL TY CLAY Oil ~ CLAVEY SILT PEAT AN'Yc,R. ORGANIC MATTER FILL MATERIAL IGNEOUS ROCK SEDIMENTAII.Y RocK METAMORPHIC RocK I I l? ' ~ ' a~ ~ 11 ~ !3-4 102 L e Pl!NETltoMf.TIR • 2.!4 11 CONS. PENl!TIIIOMETER [!] Sr\MPLER BORING (tmV) 8 RoTARY BORING (WET) 8 AUGER BORING (ORV) r.n I HI i,iiJ JET &CRING ¢ CoR& BORING r--, I I T&ST PIT L __ J -,--___ ,,,,_,,_ i 11 i I I E I I I 8-3 • Cl FRS ,oz 8-4 • G £ N 0 0 F I . Top Hole El. flf!lfuf',l} ~fc of' berin9 I" So1L TuaE ,I I 11 i 1 1 'i 11 , I ' ! !i I I! I I ;j ,. s, ' td l l 'ii: ~ t:,J ~ ~ "' lit 8-2 • 8-1 i [1): /03 N/2 062,5!1 W2,628,B5 ~ "' ~ ~ ~ ~ '< ~ "' ' . ~ B·I T ll#r!:J ~~ 9ray,'~h-l:,/Q.,;;K St1f'UN:d~rJ, s,~c/>!I fo Clelfllf!I ;;,;,eo sq,nt:J Nl~h inhlr - ,,.,,;,rd Y~ry saf:f ,::lt:1J1tflY s/lf f'O d"?Y 1,111'1? t!Jbr,Md<linf ~ef,:d·/4,~ ,nrttl,,./111 V~r~ clenai/ JH1111'sh • whi-1-e veey -m1d rd ,,,.,,~111 $Qnd Ve-ry d..,..se /19hf rern8h -frln il/tsn>ntt Jv!M infer,n/';~cl -1-ttn fo '!) ' <l ~ ) i~ ~ " ·" al S·f! l'ltD, IIOAD STA~E NOJ. No. 11'1.CA.L DIV. NO YOAR I ! I ; i 7' 01'1!<~ XI PLAN $co/,e; I"• 20' CAL. eouNTY ROI.ITII: SD . 'tJ; r 1~r:t:'."MATlCN ON ACTUAL FOUNDATION. CONDITIONS ENCOUNTERED tS ON fllE JN BRIDGE GEOLOGY SECTION . PROJ::'11..E Scole:1·',10' BKCTION I.I 'Z.i ■HIErr' TOTAL No. •H.l:IITS ■Hli:CT TOTA.L N. &HIETS 73 /// /0 0 -/CJ -30 IVh/f-ver.!J -f/ne S'ond ------------------------------------~~------------------~------------------- e,oRING To Hole El. D.a fe rne-ured , ,,.,.!l,,s-a,,nrormab/e maier/al change UnconnJrmable m11feri.al cf-MJnge A T 0 N 8 ~ s a . 0 B-N! Top Hole El. -.i Pu.shed No CoLJnf recorded S,,CO,,d.s per f'oot ( Usin$ .a N!2. M£K,.,rn=-Terry Air hammer @IISl'$i_ or ~ nof"'!J ' • JJ2 Av.,r~ .skin ~50o 158 - Frie t10n :;,hove Dale"' bOrl'n:J fhi.s po inf {i,/"l. A ' s•conda pe~ Plt.NETRATIOIJ BORING ---·~----'' ---1' ,., . . ' ---.,..~--------------·-·--~ I I i '! I ! ! i I' I I 'jl I ' i I ' ' 11 1. ii' I I I' 11 11 ; 1' I I I ! -I I I ' I ., NOTE ' . Classification afearth material~. shown on 1his' sheet lo baM<I upon field Inspection ancl Is not to be construed to Imply mechcmicol analyst.. 8TATI: o• CALIJrOftNIA 01:PARTMllNT o,r l"U■L.IC W01tK8 DIVl810N OF H1GHWAY8 ' BUENA VISTA C~EEK S~IEET I OF ·f:t-""-,, .,/,/;:,;,. LOG OF TEST BORINGS SCALE AS Nolea1 lilRIDGI S7C• l78 FILE DRAWING .§'J(! /78 •/J I' ,I I ,I i i I I I , , I I I I I ;I\ 1,, I , , I' : i ! ,, I ,, 1, \ . ' I \ \ ----~ ----------'' --.,... ---·-::-···· --~,_:, '-·:;~--:--_1 P'ICD. ROAD S;A'l"E ;~ A, PROJECT NO. IH~IT '.' .,;;f'~,,:,:~-. DIV. No. ' NO. ; . ·: ~1 I 7 CALIF. : .• . ·~ ___________ ..._ _____________ .... _____ ~~-----..i...-----------....i.----.:......:iiiiiiii-=.iii.iiiiii..:iiiiiiiiiiii;'"" ..... , Ll-tJ94, I {1) + '2. o¾_ t (o,Q¾ Driven Concrete Pil«s Class l at ,Abcrtments titn±B~_nt,.:f.·· ' . Specified and·· E stimateol ··T1p Ele-ve1tion -50.0 T~pical Oo.\um E.l<e.v. · 0. oo Toe: of Top of Fill I P.i. B. l0:;t~4-. 00 E. I <r:. v. 3 4-. LI-'2. "C'' Line N O 3° Ll-':::>' Ll-7" W CD a. ---/" ----- IO(c ~ L d > Air1 • 13tc;wn •Mortar. I I I I Ben:t t Nev., I oi::.:otioo f<>r JB". ~czwer'. :see: Roe1d Pion~.· cO u.i 0 .o 0 6 \9 (() -•·:, +-::t.·· i---0 u ~ a'.i --uJ Ave. P//1!' Ji,P £/<"'V. -.SO. /9 .4vil'. ~le hp Elt!l/;'; ;.;..54.57 ELEVATION \01- AYP. J9-/e u)> £/eY. -so. 32 r / -.. -'f' - I I I I I I 10<.:>- I : lO(,,+ 32, 00 "C." \iricz b J_ l09 t 91\-. 3':> t Chonr.~\ 1-+---- 1 T "" \()1 I 8Pe B drain ~ t @ t. span _.,,. ~ I \Y2. ·. \ I I • l\.0' Char,nel I Bottom PLAN· I I ·j Sco\e : \": lO' I I IOi,... · ll i;.•1'1' ti Ii • . ii !! ,. \ , I i • Fill I' : :; · ill-' S<trvic.:eh;:::i ·'G To~ of Fill Roo.d (D Paint Br-. No. !::>1.<::.· 177 c:1nc\ yedl.r- con st-rvcted. ® Paint "eu~r~o. Vie.te!I. C.r-a.e<i!!k 6r-1d.s~, FOR GENERAL NOTES SEE FOUNDATION .PL.AN,; , LIVE LOADll'IG H20-S16-44 AND ALTERNATIVE ,;, \ ;;) JI DIST. COUNT-Y //)\ iJ\ ~-.'---''----'\ ' ~l:\ ;k, ll-'2'·O" L..k:~2:;.~IIIDSE EIIQJNE[II CIVll ~<,INEER--'SC-;:c;,o,=,.,= ... """· \ i O ·~~~~~~=-~ 1•; /. -:, t . . I , 1 I I I I I I [ b ,. I I I I I I 15'·0" I I ' -i'.~% cb I I I I I I 8'-6" ' I I i I I I I I I t'2.' ·d 'l.. 11 C. ,. Li ricz:. I 11.\.'·(o" l I l ' ,:, i I I I I I I • 0- I c---' Profile I . I I I I I I TYPICAL SECTION Sc.ale: I"" .=i' APPROX !MATE QUANT Ill E:8 •srRUCTURE E)(CAVAT I ON ( BIi! I OGE) •srROCTURE BACKFILL (BRIDGE) FURNISHING CONCRETE PILING (CLASS I) DRIVING CONCRETE PILES •cLASS "A• CONCRETE (Blt1DG£} WATERSTOPS •eAR RE I NF" ORC I NG $TEEL f llR I OGE J BARRIER RAILING (TYPE 1) ♦,,1NAL QUANTITIES 285 c.v. 170C.Y. 3,905 L.f'. 51+ EA. 300 C .V. 41+ L.f'. 81,ooo LBS. 244 L,F. AS BUILT i ,: CORRECTIONS BY ,4.L lfatpfiag,c f,D-R CONTRACT NO. ti-01.'7934 i DA TE 2· 7:-' Cc BRIDGE DEPARTMENT · · · DESIGN S~N $ect1on SuperVlsor ~'t, 1r fl I~ 5 Profott Do,igner C/2uk,1 J:M,Cl,:,;n DESIGN ' --::; 15HNT $11,u; HLGHWAl EN<illlliER c,v,~ ENGINED-LICENSE $390 r-o~ z.: ... o,•o £1.?j' JI I ft. ,- I . I l 1-t--lf-..-l.... ·<L 1-4" xZ8f1 ope.nin9 for q -3½'.' TRD. ( PC\cific Te\ephoniz:. a.no. Telesraph CompC\ni_; ') . I I I I I I I I I I I ! ! I I I I I I I INDEX TO Pl.A,_ SHEET NO. 1. 2 ; 3 : 4. s. ,. ., . •• ,,, 10. 11:, 12, 13'. J 11.,. 1S, 16. TITLE • GE!IERAL PLAN GR ID GRADES FOUN>AT I ON PLAN ABUTMENT NO. 1 & BENT DETAILS Al!IUT~NT NO. ,. STRUTTED ABUTlll:NT ,;. Pl LE FOOT ING TYPICAL IIECT I ON • d IROER LAYOUT GIAOER FIE INF'ORC[IIENT TYPE 1 RETA I NI NG WALLS> RETAINING WALL DETAILS NO. 1 STANDARD DETAILS NO. 1 (T-BEAM) BARRIER RAILING SHEET 1 BARR I ER RA Ill NG ,,_T 2 CONCRETE PI LE \ A fLS $TAl'l>A~. OET ,, 'A'I NII) STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS BUENAVISTA CREEK BRIDGE ·"' DETAILS LOCATED WITHIN THE CITY LIMITS OF CARLSBAD ANO APPROX. 1,4 MILE LAYOUT I \ J , '. . • \'1 2' -· C0 "'G-(u,e. Nr;,,,.1/fo~ •,c,, ""'~ li'.ASTERLY OF Tl£ INTERSECTION OF RTE 5 AN) RTE 78 IN SAN DIEGO COUNTY -Q-UA_N_T,-T1E-s--l-.,...:::=..!..!"'-;'-'-"S~7,:£;•'1-,--,~-.,,1'~"".'..,e,'/?"-'✓,,:::,,:_h_n.s-.. -n~"'-:';¾C-:f...:.:..:.:..:.::.:.:..::........::..._..:..:.:=_.....::...:.:.G~f:...N.....::...E.....::...R_A_:_:L:...:__p.....::...L __ A.:..:_N~...:..;.:_..:....;..:.....:..:..:...::.:.....:~:..:....:..a~ SPECIFICATIONS Br ~~..;'~ 81>1«, ApProval Recommended by SCALE AS SHOWN BRIDGE 5 7C·177 I PK I,!' -DRAWING 51Cl71-I PRELIMIN.ARY DRAWING No. REVISION OATES 63-1 IVIOH0409.3 Disregard print1 bearing earlier revl!4ion dates --+ . I I • I i I ,, ' • i ··rr · I , i , ' I· I I I II I, I' • I • i • '[1 I ,1 I ' ! I I . • I :,J,; • I •• 1 • I I, I'' i I J I I I , • I I , I I I I• i . I ' ' I I . ' I i i I I I ' I ' I I I , I l ~: <1v" . fJ~ 4 ~ II--.i; Xt /~'k "'; ":,' ?) • ?;. I I I i I I I I I ' I I Ii I I \ l '/06 ' <6 . ~<f. ', f\~ t !i;~' .13' ":e> /Ii( / .-~ ,, ' ., . -~ / I re i B(3fif :.f · Th/$ _ .sheef fo be_ used f'o'r 9r!d !J ade:;_ only. Elevafions .are f'igared normal f'ro profile . line a-f 10' .sfafions ____ a,/ong .. fhe __ f of' hrid.9e. _These t!.levaflons .donof include co.mb r.. WO ,--r----.,..._------------------. ---- 1, I, ' ! • I I I I ! I I I I • 1.I i ' ·1 1· ' I I ', I ' i I I' I ! 1'_ ' ·1 ii 1· ' '' ' I I ' ' ' ' ' 11 I'';! I II I ' ,ii I ,I I I I I Ii I I , I _ --107 1,,~-rc'o 6 kO 1, -(l IJ:)~7 ,,ro· -~'!)· -30· 30• BRIDGE DEPARTMENT DESIGN SECTION ::;'!~1or~Lo I 5 DESIGN ., ...... Clll:1'AILS Disregard prints bearing earlier revision dotes i ii I ! I l'-1 i ! I; i I I I, I I DIST. COUNTY ROUTE SECTION 77 · SD ' ;,78~·-·l I.I/ .l.? STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPAlllTMENT OF PUBLIC WONKS DIVISION OP HIGHWAYS hUt ~6" BUENA VISTA CREEK BRIDGE 57C-l77 GRID GRADES DRAWING NO. 5 7C 171-3 IHIIET TOTAL /II REVISION DATES (PRELIMINARY STAGE ONLY) ' l\.\l 'i 2: as;1 ,, ,1 :1 Cl ;I r<) • i L .. I, I I 11 . .. N °tr:f 1.·~; Bottom or f'ootin9 elevotion. . 2.For pile logout af a.bufmenfs and be-nf see, Abatment No;! r,nd Be-n-f Defails''and 'Abu.-fmen-f No.3'' .. sherls ·· T8earing of -f.f;,: .. a batme-n-fs and bent is U T I L I T I E 8 1. pp #1'291199 2• TELE. CABLE NS @ EL ,37 1 WIRE NS it El, 55 ) WIRES NS O EL. 56 3 WIRES NS O EL, 60 2. PP #P29S.52 2" CABLE NS O EL. 40 1 ANCHOR CABLE W.@ EL. S) 3 WIRES NS@ EL. 59 3 WIRES NS@ EL. SS 3, ANCHOR ~OLE 1 ANCHOR CABLE NE @ EL. 39 4. PP l,128816 4' wi,-tt f'ence ., " 108+ /0.00 POT C line N le 00.!;I. 88. W 2,000 38 3 WIRES EW O EL, 48 3 WIRES EW@ EL. 55 -----,.. _____ "' ----+- 5 . pp #1'29551 18 2" CABLE NS@ EL. 48 3 WIRES EW@ EL. 48 1 WIRE NS @ EL. 50 3 WIRES EW@ EL. SS 3 WIRES NS @EL, 57 3 WIRES NS@ EL. 61 ---------- 105+~4,, 75 MH Abu+ment Layou.f Line QI , I I I GENERAL NOTES DESIGN: A.A.S,H,Oi. DATED 1961 WltH REVISIONS AND AS SUPPLEMENTED BY BRIDGE PLANNING AND DESIGN MANUAL, LIVE LOADINGs H20-S16-44 AND ALTERNATIVE RE INF'ORCED CONCRETE1 F'S ;:: 20,000 P.S. I., N:: 10 F'C = 1,200 P.S.I. -x-on creFe--prfe5 = -45 'fori"''tre'cirlng W&l · \ . I u o • I t}(f; t 3 2. 0 0 C,, L 1;, c: · 10.9~9~ 35 £. C/Joaael - ,\ c.rs·~\ , I \ / . ..,~"\ 106 +b';t25\~ . ----------I 5 :5, ~ ... '"' '1ii!'.,C. \ ' I I' ,.. /07 I N -----1'_ s lo. b l::,v,d.--,e I i \ 108 <--.. "M•o •;'\"" ,,_, ·-. ,,;, ' ~••·-----•~,;'¾1 SHEET TOTAL I F■D, ROAD STATE DIV. No. 7 CALIF. P'. A.. PRO.JKCT NO, DJ•T. COUNTY RoUTI SICTION NO. ■HEET8 ' '5HIIT TOTAL N • 8HIHT• DA,. ........ A:t<";Y .i'_ t9if S'-tr/ ,rl-f-,;-J,-,,11.-JC,, ---......... --~·---i---L. ,::, 'o'' I , BENCH MA!fl(S B /11 :If 18 El. !?415 5fq. /CJ'T-1-33_;9 ';,t1" EC. 2977 R. Jt. Rre 19G 8rt?55 d/s.t i11 conc.11'12'41.9.r:'7 · W 2277.7.3 BA//* 19 Fl. 2'-.00 Sf-er !IS +S'Z. 74 ':4" B. C. 2023'.R tf. Rf~ /9~ 8n:1s5 cl/st in cone, N l2~.3't,;. 2¢ W /487.30. . ----1 I, I, ' ' I I I , , I i I, I i I . I +22, 7 N 12, I I 3. c:; 7 CJ Id/, 713 704 I/Zr9Z.5-,Ec rlf.SL,ne I I I '•1 '1 i"i 1'. I I :I II 1.i .. , I . I I 1 1 I ' I N/2../_/97. (.8t;; Wi,7:33.32G I ----~. V • MN ;M8f'.,n'()() :~ . ·. Be-ti±E l,o " l\l II 11:'.. C> 1Q • I ii I ·, l/2f Z4.~0 £Cf" C/Jt1anef I , II " ,, 1 I ' I I' I I i i I I I I 11 •-·· ' ' ' .· 1'' I ---·--' t I ' I '' 'I ,, ' I ' I I '" I I • 1 \ NI? /33.823 !G0NT0URS CHECKED Ii, VEF.IJPIED IN FIELD Date : __ .>2_,-4 ..::~4 By ' • _ .),. _g,_ ~: t::_ /?_~Is ---~---·-~--" -------· ----- I ' I ' I I I I ' I I I I \ BRIDGE DEPARTMENT !I! C/'/c,IJ el If::: 275" , LJ:37•~5 52" T= !33. /7 L = 17 3.1 .; c. DESIGN SECTION =isor VJi\ , \\ • fJ 1fo 1\0, « DESIGN DETAILS •• Bo AS ,BUILT ' ~.,.~'"i(:;; ' BO.IP SHEET OF STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS BUENA VISTA CREEK FOUNDATION PLAN ' -i ('() ----,,,,---,--,.------~---.----------c,. SCALE I =20 BRIDGE 57C-I 77 FILE DRAWING 57071-,Z ! I Disregard prints bearing earlier revi$ion dates -+ PRELIMINARY DRAWING No. P- I, I ' i I I ' I ' ' I '' 1' ii I' I i' I I I ! I I I I REVISION DATES -j : i r ! ' i I I I rr ' • ' ' ,,,-...... , " \ +) \!) ! ! v, ' Z/-· SDaces (§) f/':...6" =Jl3JJ.o" ABUTMENT N01 PLAN f f2; r:.·~~··· ~n~ril. <, , .. et"it. sli~~ 'tlr s/z.';, ··-:::.' '' .::-#-?-r::!r@'i5:7j):i:· 'i:!rr··· ahot::::trpenlng '•·· and /ocaf/01> oF' ofi/ifg openings 2-:¥5-x:::,,, fat:, ?y,b, 'e-~ahvJ: 'i!penlnr;i.: .:; .'.::,;:.:,:.;_,. ' .·····t~#.5 1<5'.:.o':tcit~-1-,. ' . -/ •,;,,, ' '. •' . ' ~-' . .. ::::c::?jp::· ea• a:b&.··op.eniv_J ;g • , ~ " ., . , , ----d a.,, ,, ' •--·--• ' -,, n ' '{J " ' l i ])< ' I I ·--I I , ...... -'-'--~ '--I . Ah af rhi:iiif R~nif. I I 115 LJ @12 .:...,. I I --t-' : ' ------------------------------------------------------------------+-- ~Typica,l . DefaJt: w.:.r_,;. I . / L' I I ., Elev. 25.oo-' """;-J ... I I : I ' . ,; j .. . : ,, ,, ' YI /::;y(' I I ;, I 0 0 I ! I I I I I ' i .. l•z'CL . ''.'."' , ___ .,_,,_, ________ . .elev. ftl. 00 -. ·--------- !1 I I j , 111:1 iii :j ,11 ' I ., ' ' I !I I i•! ,[ !I I 1' ,:( II ! ,, " ! I 1•1 ! 1\i ' : ' L.c LL l.c L.::: '-<: L< ·· C)(fi:>nd 'all langit"vdlnal !refalllin.9 Jrrxll ... roofing re!nfbrcemenf er..o info Ahvt fbofing i i i ' " '? # 9.;. q(.P -o .... • ~ ::--. ) tsid~ f'at:d" Tot.e ~ ~ ' / 6' 6 11 - ~ ~ "-. ~ " ,___. '/ " ;-.#t3 I"'-- "" I'-.... L.. ' D I I ' ~: ' ' '\. r,. i .· f i ,-· '' ,., ,, '' /. ~-_, -);,~ 01 • -----. ii /i! II 1'1 !' 'II I 11 ~ I ,( l.\j l..c L,::: ~ ABUTMENT N0.1 ELEVATION I,, "' I '-o" ~rAbut. Layovf , iof. 6 Inside· -lace ! .. . . __ .. '-•...• ' ·C", __ ,, .. ·c..-t ! I ! -~ I ' I I ~ I ~ ~ 0 I ' I I I ' L_ ! i I ' "S i:i -~ ~ .. "• ,§-0 . ~- ---,---· ii\ ii (! ~ li,l 1-: \1 I I ' l..c L,c:: SE't!' ~orrie>r ~aiVin9 Sheet for r a/lin6' de-rails , I,: '/ .T§pe D ' . --- ' ,, !\ I! !" i I ,.,< ....... ----~·-· I I ! II II ' ' ' l.C l..::: DIST, COUNTY ROUTE SECTION .. II .SD I" 78' ' l; (· .. ~ .:' /.I/ R..l I I I I I l ' , t I ' \ I' I J I I ' ,, I 106 +.J9. O(J r 'I I Ji • I ' _j l ______ _J L..,.:. -----f ,-.. .. , -, I • ' ➔ ) (~) '+~ '--~-/ I I '--.;, r-----, r-------, r-...J. ,_ ..:. -'-7 I I I I I I I I I, I \ I :I I I I I I I I ,, ,I \ I I BENT ----~- ' I I i !I el~v. 2S.DD R'l='forn Wall Elt!!Jt.23.00 BENT • ' ' 1i. "= :1'-0" 18 . , ·, 070.'o'P t I i~ -, ! I I .. 0, I I I I ' '-o 011 ~ tot: 5 #5 Conf. ... -------- !II" 11 ! I I 'ii ,I PIie bars Cc:: !.,<: . . .. \} _,.; . ? 1 .... -~4~'.fille"f.£ rgp!2i/•~· -v='ii'=====-.. =-""!·· ,, . ' ' SECTION A-A SECTION B-B Scale:f 1'=/'-0" 1 Scale,.-j:"•J'-(J'' . NOTES ;: ,. 1 AS BUILT . . QThe.:libe:rin: :f'~A.·fb:men~s ~:d ... Benfs =N 87 6 30'00 11 £ f'>ulC/J1 'e'S Qa , er~a: p!lt:"$ · CORRECTlONS BYA,L Koq;ifinq.ilif 'BO~ . CONTRACT NO, /l-(M.O93.J._ For .. deta/ls' .. and feinf'or~Z!'lf~nt"'1~df, 'showl7 . S~c( ''Ahutment o,::rE /0 -/0 -G, G, No. 3~ II Sf ruffect\ ,;4hi.Jfmenf'i"7Jlpe' 1 Re talnlllJ Wttll,11and .... NO AS 8UIL 1 CI-IANGE..S ''fr9fainln!J Wall t>etall No. I sheef.£. i.H •. , .... ,,. • ,, '{'\>•-.'°'"";' \.;("· SNltl:T TOU.L 88 Ill 8l'nf2 -.. r : ,"' 1 Typ/cal reinf' of t.1fi/lfy ope17inqs 1 \/ .~ ~ zt <I:) # .If. -"--' __._ -f df. 2 Seal around Ufillfies af abufm;i?fs tb be of svf'ricienf strength to wlfnsfand earth pressvre. 1:2' #4-, • ·rot. 2_, --J #4-LJ@ 18'' ---' C ---~ ' # S, ""of..J :Thslde... f"ace :/" Expansion joinf fi'l!e-r TYPICAL WINGWALL I II 2 = J'-o" "" ' . ~ ' ' ' -\ . .,- /!:,ON --I ' WINGWALL SECTION C-C ' " ... -;' O'" 2 -- BRIDGE DEPARTMENT DESIGN SECTION 5 DE.SIGN STATE ·op CALIFORNIA HIGHWAY TRANSPORTATION AGENCY Dl!::,-.A,R:TM!:NT OF PUBLIC WORKS DIVISION OP HIGHWAYS BUENA VISTA CREEK BRIDGE N 2 dS ., Bob Jansson J ...,..,_c,e<i5 ABUTMENT N0.1 & BENT DETAILS ,I') QUANTITIES '11 .l O O .,.._ 1------------------------,.-----------------------~-~--------------------------,.--------J:::l:I'\~-~-~""~E~~J~l:BRl=D~GE:_;5~7,~c:-~'17~7:.__rD~RA~W~IN:G~5~7~C~/~7~7~;..~,A~--t·3•E~ET3:EO~F :JV'<' NO. NO. T (PRELIMINARY STAGE ONLY) WO Disregard prints bearing earhar revJiTon dates , , 1111 ii I 1 i I, ; ; I i; : ; I : II i , I I ! I I I I ', I ii ii iii . I ' 11 ! : Ii]: I ' ' '' I I I I I ! I I ! I I : ! ! 11 I ' I I , I ' I I ' - . __ ..___, _______ ..---~-----' H=/4 --=El:;.;___;;£.='2;.;.;,·. oo _ -- Le I I ...._ __________________________ --,-,------'----·- I ' ! I I '! i I 1,11 , I ,, I I I ! : I ! i I I i - ABUTMENT N0.3 4,, = I '-oll D r i I o--0 I ,.._ -I I 106 +8~.25 PiLAN I, c:D i I ~I I I . ~.....j....,.;,; ........ _...;. ___ __ . I -----·---·------------------·--_ _;. ____ -..;... ....... ______ ..., ________ },--.. i I I --.I t.<: I.+ D ABUTMENT NO. 3 ELEVATION ! I I !, II I I \ ii 1 , I, I I I I L •. " ' . 1-1=6 .33.50 WO I ' I! I I : ! I i . I ' I' . : 25.00 BRIDGE DEPARTMENT DESIGN SECTION 5 DESIGN DltTAILS ' •• Bob .Jansson 4l!UANTIT1ES Ot1regard prtnls bearing earlier revlalcn datet I i I i I' I Ii I I I I ,I i I I .1 '. I , DIST. C0UNn ROUITE IECTION S!'_IIT TOTAL II SD ,,, 78.' •.. · · 1.1 / Z.5' 8.9 II/ DATI AP-ID /Ito/ -? /9q5 ,3 IJ Tot 3 _._ _______ 11 ~, ~#41 ~LI {gf)/.2 ff,p. Corri: fot: 2J SECTION D-D '· Ahiifinei>"f R~lnforcl!!merrf . V • J \ .. ff 4 1 Tof(J/ .If CORNER DETAIL 'lAS': BOlLT .-~·"' ,' .\ ._.. ", .' '' ( '. . ·-_ .. . ·. tORR~~Tk)Ns BY~rpfi~~\ Bo.e , CONTRACT 'N<;);· 11-q40~,34: • ' . Ci,TE lc'J • ,.o -a,'-.. · ..... NO As l3Vit. f "c-11AAJ6E J STATE OF CAL.IFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT 01'" P'UBLJC WORKS DIVISION Ofl' HIGHWAYS BUENA VISTA CREEK BRtDGE BRIDGE NO. ABUTMENT NO. 3 57C..;.l77 DRAWING NO. 57C 17?-5 I' I I I SHEET OF t-1 I C\ Ni I 2' dS •i'h-11?417. nok m tJ,r;,~~ 1/1 ,,f7cklt11 Oclai/. ~v. l0·5f JTJ 1,,-,-.u,'ion in sµ11:ng_ rl "Dr<1int191 ~/JocKl,'/('1,1/1. ~v. 11-69 /f'TK i ~M' "l)l't7in Tllrt1 C(,/l"t:," r,,fo,"/, ~n<>M_. in• · toc#lll" ddail. ~vi.,ed ~P· jf. mof'/. to rl!Jad ~P-,if f)'l/er. )'i'ev. I-r,, I R.TK I :l?emoved l<''"!JS and ioddecl Const Jt :JrJ 10-17-~I ' i Rev. 77/k 13/oc.k-, f Co-.ef-S<1C 13/ocK .,_ , Delered Block. ubcve I Co-!?l-sec, delekd • .(?,.,bber l'rom 011 /;lof5rslr,I' nole.s, def S19naf11r1 1$,bi,,e_ I I .J T .J 9· !> ·6:J p., v Alo ,i, 1",,i Orc1,n"Se and SacKA, e>ef.01'/, 4 •¢ ,le:, 'l•I0-6.3 JTJ" Riv. M,!. ~ 011r1. ,;,, •0,,,,,,911!. ~ /!,td/:lf dal.1/ o.ti.l<,/ ~;;,;, f ,.,., lllQ /,.,,.s/4p. pe/. ,,,;,, /'rom I'd,,,,, in_ drainoge Y b,:,cJ:!./',,'11 - d•I. 11.1z-,_. Jr.J 11'1<11d "b,,ee/JII I,, • v ,-,11,..,, Al•l,,,.-,of llol&s. z.,; .,,; J rJ 3'-0" below finished grade. I cu. ft. pervious backfill material in a bur/op sock tied securely. Place waterstop as shown when required. 6 "!: Pervious backfill material continuous behind wall. 4"; Drains@ 22.5' ctrs. max. to discharge through contemplated CtJrb or t '± above outside ground surface. Slope l/2" per foot. ~~ Backfill behind abut. not to be placed higher than fill in front of abut. until superstructure is in place. After superstructure has been placed, backfill to be placed uniformly of both abuts. to equalize wall pressures. DRAINAGE ANO BACKFILL ~ \l._ :~ · 4 11 ~ drain I c~. fl; p1er_vious0 bqckfitl ,j, ;::;, _ ~-------ma.,no ,no ur,ap sac. --,--c------------ tied securely. _,,,_ _ _, -4• ma~-~lze ~o, Cost Iron - or Asbestos Cement pipe. ·<:-1 ,,, ..f\ , .. ;,ope e per 100-f ~ Abutment layout line I L------i • • 2 II . . LS Vertical #4 Splice to~ h • @ bar i..,.-- .. '° I -<l';) - " C'.) i 'I IC) @bar-v I L,,,JConstruttion Join I I i @bar/ -........L~C........ I I I w SECTION ' I ' TABLE OF REINFORCING STEEL, IJIMENSION ANIJ DATA -····r-::::.22'-·-·-24 1 ----~6' ------··-·· ··-.. 28' / Ahufm~nt--ff' 'I "7r.3 "-/ T r:..o" /'-o .. /'-~ t'-a·· I'-/0 .. ~-OIi 6'-6" 6 ,_ 6 II -9 7:..--61' w 8'-O" "'-8 ,_ 9" / 10 '-3"' 3'-5" 3'-5" . 4'-3". 4'-f"-. 5'-01/ 5'-5" C -~7r-B 3'-/" 3'-? -----.:;;,---,,---------4/'6"' 4'-/0" 3-9 TYP£ I . j--··-I ..... -.I "-.II JI J liars--::~:-t--l :; ~~: tt /0 ~ 15 it I I t! /6 =/ir!'/5 ~ II ~ 14 I bars if 108 15 .:d"// ~ IR' it "fl-. <1! 15 t& I I @ 14 C bors tt6@1e 1 #9 ~ 1.2 it IO~ 7Yz. :tr II tfiY 8 :1t I I ,--::.-"-:zfz. if II ~ 7 :Ir 4@ IZ --·-· 'it 5~ (£ ? bars :tt 4@) /.2. H4e7Yz. ~-!--~ :#5_e ?Yi:--7 CeJ bars # 6~ IZ 'H(o~/Z. jtq¢!y' II 6 I!! 7 Y:t.. ~6@ 7 --------. . . .,., ,., .. -··----·---.... •---------· --. ----~ - ' "' Conc.c.t ft . M.0 59.7 69./ 79_--,.._ --·-· Steel lbs. ff. ./ 329 402 454 513 "' 0 0 '" ·, ' i! I 01ST COUNTY II SD T :/t4 Between keys 6" f/2 11 Exp. Jt. filler 3 f/2 II '-f;i;;:=+~ --.-i I g' 1Key-Ploce a/I 15 ctrs. max. 1--1....--, 1,: ' • / .----i I.) Abutment rein!. SECTION ,--, TYPE I f/2" Exp. Joint • #f' 4 @ 12 ELEVATION 2' I I / 11 Radius ELEVATION DETAIL A I Construction Joints --- 't TYPE II TYPICAL SECTIONS !/2" Expansion joint filler. Joint to extend from top of footing to top of wall locate joint at 30' cfrs. or as show elsewhere on the plans. PLAN OF EXPANSION JOINTS I --La I , you! line I I I I I I'-o'· PLAN FOOTING STEP ' .. AS BUILT CORRECTIONS BY AL, ka rp-Uo~ e,: 1:s,o. R CONTRACT NO. 11-0499,34 C,·~-10 1:·.,;;;. -1 o -i;;, Cp IVO AS Bl/llT Cl-l/1NG£5 II/ 2/64 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORl(S DIVISION OF HIGHWAYS File XS-22-2 .=':NOTE5: Sh~+· modlrled f'or special. abufrnen f wall ,, See .N Abufmenr No./ O:l?d Bt0 nf Defa.ils BUENA VISTA CREEK BRIDGE and 11Abu-lmerrf No. 3 "sheets for pile spacing STRUTTED ABUTMENT-PILE FOOTING M WO Olsreoard prints bearino eorlitr revialon datu --- REVISION OATES { PRELIMINARY STAGE ONLY) ~~...,.,,--,--, J . . . -~ ---r-...._~.i..,:;.,~;__,:;...J.._..,____, _ _.__ 1 I I I : I' · 1 1 ' -:1 I ' 'I " '' . . ~. I ' I I I L-------- --•--.· ' fo" ----a' o" /Z'-O"-I l,f.':": 0" ---·-~ -----· ' ··-· f:t Fo-r railing defails ----/5'-0 11 /4!-6'1 . -see Birrrifi'r Rall/11,:1 Snee i tJ'-f;" I t , ... ' .. #5~ -· @)/( -s . ' A ~ - --=~"5-fbJj :;f'~ I ' -#5~~11" ~ r-at..iir-e."':Pl''l:fe-n.r ,.. , ' H: ' -I ll ~#5-·--·-·-· ·-· ®II" -'/; .er•;_ :...f-'E' : . /-"!-' I --:7;57o ~ I i . I I ~ -c -~ LI~ . •• i/ . . ,. ~ ' " / l+ I ' (\_, +"' Jvfl~, ftJle t -, ~8C.i t • --_/2/l. . -"'--IL ... / ' ' • l~ c-'l ' / I ~· tvc;.lt-",, I . . . ... -I - i I L A • ◄ •·"" ' • j ! _ _ a.9~r • ' ' I lla,1 Al . -- ' -fs:f La!fer ~-r. (&J P5 t'irt:on~r ba,, ,~ \._tt-5 U Sf i'rrup's -,,: I I rz:;1 h ~ ' • ' (\J 3'-1 11 i 5 Snacr:s· !Vdrii: • Discon-finue . f'r'ansverse dee k .rf~e/ -3." f'rwn fric'f!'_-or..~Yibzlt_"·"_---_··· - -ar-ld h,ni cap #s .......... __ ... II ,-' .#5~ @)//" ., ,·} " -. ' ·--.... ·--See 5ec:+,on A-A . N-r--. . ""'"" I -------• i,_,;,,-L.(). l. . " -,_ I ---I. .. I• CJ ...... I , Y') O") II I I\J C I -~ • ~ I @ -"' / Qj N C) -Q_ 1r L - lr) ' ' ' ' t I II, . 11 L i:ib ~.· ' I \ '-.. ' -,_ ,, -C •- l t-._ ' t .. "=3-1-~3 " ·~, ' ,_ -. ---~~ ., ···--.-.,,, .. ,, -1.~ cf Abuf. l~· ' I j"Tiip7i:fi7 . f> -LCJL • @ 7'-2'' "' .35 ,_ 1011 TYPICAL SECTION 14 ..L "=1'-0" 2 .. -.. ''L .Bent .!'~,\ ' . . I • / / ·20 I ' ' i " -7!7) ~ -01· 15' .. z'-e" --. .. ;:.,s" ' ' - I . l /4 20 . 20 I ~ " I / e!.:o" .. .a:-o" Flares rlares . . PLAN 6 rf B~n+e I ' ' - -14 ' ' ' - 47/1 5!1£W ' ' - • /4 I/ ' __ ,, a·-o" I ./ ' ~ . -~. ' I\\ I I' I (ii ' ~ ~ . Re'f'~r fo--6eneral Plan ·-··-· for util ltte.s -~ . • .d /: , .. L.O. L ___.. . - -. - - '. -- -- -- - ....... 1-r?" 3,,, __ -·-··-· ·-'-· -,, ... ,, ------···-\, ' -· -' ----. £ Abut:J-..., L Ot. U Sfl'rrui,s : 6@/ZN 7@15" (1)1:4'' 7® 15 11 5~12" /1@9'~ ' . .. II~ 9" 5@/211 7@15" @24-N 7 ({!> !511 6@12'1 ! II 1111 I I ! :i I, I ,. 11 I ' I I ; I ' ' '· ' , I I I ! ,, ! I ' I I ii i i I ' : ! -. . LONGITUDINAi,.. I I 'I ' ! I I I I I , I I I 'I I I ' I SECTION -I . I: : 1 11 I I . ! ' . WO I I I 1 I ' I I , 11 I I I I I ,.,,_ I I l:,.. I '1') It: 111 I I . i ' ' i I I DIST. COUNTY ROUTE SECTION •~_HT !OTAI. ' .• IL_ . so . '78 ',', : , ~.",: . 1.1/2.3 8/ /// 1~0· fi\ v7Y,""- Bar ef rier .. Pallin.9 ---_, -cYEfi:.I 1 ' ' Ii Chi ' i\ ,i:;,, --- • q .. • 0 •·-I ' ' I ~ I ' -• • • • , I'--1' Drip 9roove :11 II"~ I . II ---3-1 -·' .. SECTION A-A - • .;, . 5e-e "Girder Reinfdrce-men+" Shee-1 for reinforcin9 not shown. • ;-r: ,-. '\ .,'I' , ... ~- AS BUILT I :J· CORRECTIONS BY A.L /fbrpflng«r 8.0. R t. . CONTRACT N,O. 11-9409.34 '1 ; DATE IO·IO·<oc'.o t ' . -I - I I ' L ,A , r, • ,, 'f ,: ' .J. <'. .. -l. ,., I ' . .,,., ·-·-·· . ··-,' I ' J .- ,---"'e"' NO ,AS BU/t. T Chll'9NGEI 7.m"e!·-.··•- I . ,, ,, I . ,. • Profile fine BRIDGE DEPARTMENT ~1 CAMBER DIAGRAM No Sea le .:,',L,:. -·rofoT" t;Tril~rlJEiflec'flon Dr:ie to -Dead L oi1d.s · The -i'ofal def'/ect ion. will be reached ab o u-t ,¢. !J"E'ars af'-fer f'a/-se work re mova/. For val'lles a-f time of' raise work. removal i:f/vlc/e, those shown· by 4-. The e;,rnounf o-f camh@r f'ar consfrC1cflon will be defer-mined hy the En9lneer • DESIGN SECTION 5 STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS Section Supervisor Di!:SIGN DIETAIL.S I . I ' I ' I I 11 I ii BUENA VISTA CREEK BRIDGE TYPICAL SECTION & GIRDER LAYOUT ----------.------------------SHEET OF BRIDGE 5 7C -I 77 NO. I' . I I 'I 11'1 . ' I . I ,! I I -,i. I ' I ' i!' i 1 :.,, i 1 , , 1' I ' DRAWING 57C )77~ NO. i I (PRELIMINARY STAGE ONLY> ! i : I ! cJ I I I O' ~ 2 -cC l(.) c'):,; 0,0 'I' I ,, I I I ' I I I I I DIST. COUNTY ROUTE SECTION l!_l.&IT TOTAL 78 /.I/ 2..1 9Z Ill DATIi ....... .., A{o/ ..[. Ill.£ 7i·Abt.rf. t i • I : . ~ ~ I :,,: ,-:: 0 I --r,--r,t===========-==:::;t:=======·=-:=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=--=-::·::-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=1=::'=·:..:-::-::-::-::-::--::-::-::-:-;-.::-.:.-::-::--:-. ,;:.-.. :; .. ;;;:.-. =-=--· .:. -:..: ··=· ==================-=-========:t.==========:± .... . 14 ------------,r------.. ii:.:. ·-· --• I ' ·:::::.o ~--ta ----........ -------------~-10 • 14- IO 10 ·· ··· .::.: :"6 -----r-,----------==-··.1.:.l4:r..:·-'-. -~·· --------'-------L-----'-----:......+ .. 14------------------JS , I . I' 11 '· ~ I I • ~ ' i•~ ' I ~ I ' ....... _ ---r-----~---------------------------------------------------------------------------- . I .:.:l::ihfiff, I • I I I I 16 ? .. ' . I I 16 = : I I i ,1 . I : ' 11· i I, i· I ,, . I• 1', I ; ' 11 ' 1 I TOP 'RE IN FORCE MENT ' ( ( j "" I ( 11 , 11 • ' \ I,, i, , -I , • .,. \ 1ST LAYER ' ' II ... ::·1, BOTTOM .REJNFORCEMENT No Scale _ =:·Numbi.irs a+ ~rids Tndlcd.f~s · · f. p il!!r for top r•Inf'orcing .:: ... f"or bo+-torn rll!'inforcing. r:llsfa nee In ft!ef f',-om rind from £ span . I -------•·1 -. ,-------·-. _,., - I 'I I I ' I I I I ji I i I 11 : I I : I I·; j ,, I II! I ' I 11 I' I '. I ' ,, I 11 I I : I 11 ii: i' I I ' ' ' I I II II n , I ii I I I I II I I I I , I I I JI ! i • I I I ' • i I ' I! ' I i ee WO r . . . --· . I : ! I I ' j I I I , 11 I I I 'I' 'I ,, ' ' I ' '! ! I 11 I : I ' i! BRIDGE DEPARTMENT /6 16 ' ' ' i I ' - I I I I ' ' ' I I ' ' ' I AS BUILT CORRECTIONS BYf..b,. l<n.rpfin'~"" 6,0,"R CONTRACT NO._i\•0409!!4 · ~ 1 DAtE 10-10-41.. I "·' NO AS /!JI.JILT CH/:INGES' DESIGN SECTION STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPAJtTMENT 01' PU■LIC WORKS DIVISION OP' HIGHWAYS BUENA VISTA CREEK BRIDGE DHAIL.s QUANTITIES ., A.o. B{L..r.,µ11 .·Au 11},.. """"~ I? J,;J,);., O '1 I~ -. .. . .. . ' ---- , I ! i ,i '' I I I ' ! ! I, I· I: i: i I I I I I ' BRIDGE NO. ·----.. ·••·· '; -~-· ! I 1i 11 / " I, I I, I ' 'I . . . I I I i ! I 11 '?1 GIRDER REINFORCEMENT SHlllT REVISION DA.TES (PRELIMINARY STAGE ONLY) .,.. --·· ---~--"~ . . -~-~ .1 I., I I I I I ' ,, ' I I Ii I i I : I ' o, ! I a-it-'4 lp■t.i..w, tin. 1-\rr. d b•ffl. Spr••" 9 5~hor. .-JtJ, r ~#/",. ' ,,,, r.•la .• 11' ~ "' '_C/y..,.,,t. '1.a. " I -'AZ. , .I r..1 nNfl 6¥ <. ,-.,r ••• ~ ..n;-~ 1'1 .......... r-. ..1~ I f ' ' ' • ' I ' \ ' ----I - TYPICAL LAYOUT EXAMPLE • Numbtll' abov• © bars indicaltJs dlstanc• from lop of footing lo uppl!I' tJnd of© bars. H•6' 24 H•B' Top of Footing H=l6' H•/4' H•/2' • 6 -,, Note: Bar ·cut-offs may be 110rit1d in increments of 6 ". H=26' H•22' H=20' H=/8' c:: ~ .. ,? I. -o• 12'· O" B'-6" 8'-o,, !. 6" - 7'-6 11 ., ., ., ~ ,. ' I \ . '. .. ' ' ' ) ELEVATION TABLE OF REINFORCING STEEL DIMENSIONS AND DATA • Dtl6.!.#..n H (14· 6' s· /0' /2!--/4' /6' /8' 20' .2_2' 24' '26' . w .:r '-.Z::. 4'-2 .. .~'-2" 6'-2-7'-2" s·-o-9'•0" ~ I0'-0" 11·-o-12·-o-13~3-14'-3-C !'·O" I ·.4·· l'-8" 2'-0 .. 2 1-4 1' 2'-8-3'-0" 3'•4" 3 ·-s·· 4'-0" 4'•5" 4'-9-B 2'-2" 2'-10" .~'.-6" 4·-2--4 ·'-10--5'-4" s·-n--,;•-rJ" ..,,._., .. 8'-0 .. • 1'.Jo -~-'" . rt1aa ,. 'la. J'· P" J"• 2 -· ,._ ;;,-· ·,--;,,· 'I~_;,•-1•-2--/'-2" J'-~ -· , .. _4 ' --/'-6 ''•B -, I -<1ntt11r J:Z: 12 1/2: 12 ~--12 V2: 12 '/2:12 ,~ .. 12 V2: /2 V2:/2 'h: I. ., ~--,2 -'/.o: 12 "'11:12 -tj· ~ #~/5 11~24 tr."5,30 rr-5 raJ/ I rt? (ll) Ir #r (QJ/11 '11-l:J (J) Ii! 9i~ © bars 11.'5 «.D24 #5.@_24 115~ ')/2 #~is -#16 71/2 "l0(11)/5 "IO (j)// # IO<t1)8 'l/(!J)8V2 #//((J)? #//@Jl2X 'I II. I (dJ bars •5.£j>24 "5@24 1#4 r /2 #4 J8 #5tiJ7Y2 119@/5 #9@// #9~8 r1o<lis~ J17iJ<Z 7" f!./0~12 r 1!0~ 'bto/1 bars 6-#6 6 -"6 .6... --ti/; JD-.r•7 JO.#: 7 JD. :/1.7 JO-#7 R-it? B-#7 B-#7 4-#7 4-#7 rota/ bars 6--#7 6-41 7 6-:117 6-lf7" 4_,11.7 4_.$17 4-H7 2--#7 -#7 i!" f1 • , Jr D. /$!'J I 4 L'.L' ~., 4./ !5 ;,, 6. !'5 tt.U -~-r / l F>. 1.3 T .i.£n level V .. k 2.3 3.8 ~.6 7.7 10.7 12.6 15.6 J.9 n P4 9 P7.3 32.8 38./ sure.~--. "B!!J... Pr. ~, J. 4 JR _:;, 2 P.5 P.8 .l / . " .Ii .3 8 4. I 4_6 4 7 "i J . 2:1 H Ir 0.7 I. 4 1 2.3 3.4 4.8 6.3 8. I 10.2 12.6 15.J 18.4 21.? unlimitet. VCom.1/r 2.3 J.9 5.8 8.2 1/.0 13.9 17 .. Ii P/ .'5 P8.J . "if .Ii . 't'? /J 44_4 SIOptl KXJPr. ~ I I / "} i!.U ·: 2.:i. ~.9 J_ 4 3.8 4.3 4.8 5.5 5.9 6.5 . ,~ .. , 1H ,-" I I 2.0 3.1 ·_ 4. L 5.4 6.9 8.4 10.0 I 1.8 13.9 16.2 JR,:; limited V Com,o/r 2.1 4.5 6.5 8.9 11.7 14.2 l?.5 21.0 27.I 29.6 35.2 407 SIOJM ToePr.Uf 1.3 I. 9 2.4 2.8 3.5 3.8 4.2 4:6 · 4.9 5.5 5.8 6.4 ~preod • /tJslfl. 14 20 28 39 56 84 108 169 206 259 328 . 393· . Footing -.cVlt 8.Q 12.6 /6.3 P0.2 24.3 29.5 .J.J.8 38.5 45.0 ."i 2.1 63.! 73.0 . lbs/ft. 24 3/ ··74 92 ' i44 Cm&mte 39 120 · 198 236 289 348 413 ·1. pi/# ftg: ~ cf/ft. ' /6.7· .. ---8.8 /2R 208 252 29.5 34./ 39.0 45.8 5.3./ 64.4 74.6· • ' I I I I I I I': 'I ;I 11 i I ' I i I Ii I' I, ' H=28' l3'-6" " ' . . , . 28' 30' · 15'-3" /6'-3·· 5'·!" 5'-5 .. Jo~ .., .. I 7-./0'· ·~~ ' --"il'-4 ·-' 3/4:12 'l'/R." /2 . fl.7 :>n "It. 7 C{J) I 8 '1T9 10 #9@9 #// 10¥ #I I @ 9 i t9@10¥ IJ9@9 ~ 4-.#7 4-#7 2-:117 2-:117 Jfl,_6 ;,,/ I 43.9 50.0 5.1 6.2 25.4 29.I · 5 l ."i ."iR_ 9 . 7. I 7.8 211 .PJ.4 46.3 52.3 6.9 7.5 429 484 87.B /02.7 449 504 89.4 1048 • Layout line --z._.j For design limits of surcharge and slops see •Retaining Woll Details No. -/.' sheet II SD :r: C: . .... Cit c!i • I ... To OCCOffle>ony pl-doled ~ >1 /9.i.;( . I C.OMI. ,Ji:J1nl '18 IOl>O/'$ /Jori 6 • • • • ' • . . J ..\ f • Exterior lace vertical Short@ c.--,.., 2"Clear '· Batter Backface © 2" Clear Shorl © onslruclion Joinl I • C B PILE FOOTING SECTION H• 4 Thru H• 22 \ ' . •• I If I ' I . I · Slop · H•Bfo22 1'-0" fi&o Sund/ti bars~.,_ for H=24 lo30 --"1'" Cottst Jf. I,,,. #4~ /fl ~ '5 ' .I 8 for H. ~ JO' "' ~ fir) t -t· t '-d' for H1112' " ct ~ J -. I C 8 ~ fir) w g Optional W/4 forH•IO' ~ Key W/3forH~l2' SECTION ~ PIL§: FOOTING -Thru H•30 ~ w H• 24 SPREAD .FOOTING SECTION AS BUILT Nole: - Note: CORRECTIONS BY A.L. Karo[/nqer B.D. R. ' " . Relnforcemenf detailed is to 6• p/qc'tJd In addition to that shown for spreiJd footing. All piles not shown, se• Pit• layout on other sheets. For def oils not shown and drainage notes SflfJ '"Relaining Wall Oetqi/s No. I~ Quantities apply to Design H portion and flxc/ude the added portion above "Gutter €/tJvotion." CONTRACT NO. ll-040934 CA.TE 10-10 · c,,c,, NO AS BUILT CH/lMGES • • I /64 . · .. ,-; .,v '"r. • 1 (i) For pile footing Design H = 4' U# some looting dimensions 11s Design H• 6' ffATI OI' CAUf'OIINIA HIGHWAY TIIAHSl'OIITArlON MENCY OIPMTMINT OF PUILIC -•S DI-OIi' lftGIIWAYS BUENA VISJA CREEK BRIDGE I • • ' I i ., I t ; ' i I I -' .,• i ('J : \ ' 0 1 ' •·' _, ".,,,,. •'•··, ,., i ·. , .:t-,.. r, 'DWG-ios-~, i I TYPE ~ RETAINING WALL (H = 4 -30') '~~ -~IOC.E .57C-l77 HO . I Et• c,r I 0a 'I ~~"::Ji;: . 'I I I I . I . ' ' i I I I •.·.I' i i I . ' ' ,'i, . I II . I , . , ll'i i , , • : 1 , 1 \ 1 '1 'i-1 , I, , , ' I · ,, I 1 , I, /1,' 1' 1' 'I ' i",' •,•,'':, ',' ' '• I, ' \ ' I ' I I II:,':' · 1 I ; I I i ,, I . .. I ol'l'.uf ti•/.,.,---------------------------------------------------------------------------------------------------------------------. .,,,., . .,.sa vls/or>: Oprlo11t1/ ''fpe k«7 !J·S8.d b--Mtrl1.note in ffesig~ >o1nq9~ /}el. !,JO-ff9 JTJ ~,,g•d '',r,1/e,-,rf,rl/'lo -,,.v/ovs .-na.fv,trl." "t?-,1 J r.,1 ' /,led I ,,/'!,;,-Ji!-/,;,; lwer ryhl Mt7nd '.aer ol' sheef :-7-• , .rr .:r I , ,/ Al t1/ e 1/1 rVJ.S,1 # t#:l-1_?1? J. t),4'11/llfe; fl,u'/, 1-11-,z .IT.I i~ed t/o/.:/·-,y /,1 "111/ o,Y.rel p,,1,,,.-s " ~fa-,,/..r t2"'d OM? .. '/1 i;;oh,y J"F d~< rf ' 4~· ,'-,pp --p~/4// 4-'-/" ; "J<t./J.,,J, er /1)~/sr s.,,;_7"',. j,'c,;1/ ;"TJ /·//·1>2 :J<t'e✓ fz ",Fxt", JI ll'er '·' Fvt,Ptv ({;1,/ersh/ '.!e/<1;/ /-1f'..;z .1rJ ~on9dd "IV4tt OFFSFT 4L uE:," fo "APPROX. /ALL Ol'FSEr VAlUeS' dcied JvpeB valersfof', .4clded lofe urider ''../PP.fl lfiLL Crf"S[T V#i?'c.5 'dded "kl-/ ii.1p,!! 8' Pl..411 of' "Re/",.,,, •~// 1'/Pf. 13 '.' 1 T./ ,1/a1 · :h 5 1'76~ , Pell. Des~dl"J and O,w,;.,"f" ,/,:;,'/..; one>' £kvol1on Lk1 ,ii;.IS. 5 . .,_ 7-63 oele led J>locl::. 7,/,;,ve C'a-,l?,' • .f',c -'f',PY' n;hl <J<1rnsr. ,;Je/efer:I S[gn<1lvre ~hd: /o,ue.r l"'lfhf ~orne,.,,: c+ale/-e.d '£'..,bber ,C,-0,.,, Q// r,)alv-.slcp ncfe.s, :"ev. r,,'-/e 8/~r:L ()w•,.. r·17hr Corr;er. trJ 8-1-6~ f°l!'V. ELEv'ArtOA/ fbove 0,1:TAIL ./·6. ir✓ 10/z:J/6.3 ~e/q/•d S,P/,/ 1/!1 '1clersbp Defa1/ ""v. ii!;, e/,-.J rna,r, lo ~2.J 'clr..s. max. 111 Pe.sign a~d 01'Y'tll'la9c pa /nil JT./ I 1/ 1/ ,;_;, vertical layout - line r, I I I I I I Stem as ,', constructed ---++:.,__,,, I I I I I Offset as follows: H 4 ://4 11 H l8=/ l/2" H 6 = ~/811 H 20=/ 3/4 " H 8 = 1/2" H 2 2 = 2" H 10= 5/8" H24=2 l/4 11 H 12 = 3/4" H 26 thru H 14=!'' H36=2l/2" l-1 l6=/ l/4" APPROX WALL OFFSET VALUES ----------20' VC AT TOP OF WALL SLOP£ CHANG£ WHERE SHOWN ON THE PLANS • • Place waterstop as shown. when required--- ' ' •• - lo,c ti -~ -,i, C) ~ " 1'. -s J:: -C) -· ...._ 2 'Surcharge -3'-0" Below finished grade DIST COUNTY ROIJTE POST MILES-TOTAL PROJECT ■MIIST TOTA,!. I I so '8' Ill f ! Hl9hwoy EnginUr · ii Engineer Llnt!ae No.594& ,,,, •1,1,11,.., I' '/,bl,,,/ Nd/ -{ /9(,,.~ Top of wall 90' max. ----J J-6 • Not required for wa/ I types 3 and 4 Values for off setting forms to be determined by the Engineer. ½"Exp jf. if required/ Pervious backfill material continuous behind wall--. __ W-1-._J i---1-W-1 0 - . / c_ Woterstop PLAN OF WALL WITH .DETAIL W-1 ½" Expansion joint filler 1 ~ PLAN OF WALL WITH EXPANSION JOINT ONLY 115@ 12 ,i, ~c~~l==.:~~~ I I l I ti 11 j ½" Exp. Joint filler and woterstop as shown when required. PLAN 2-•4L_ ine Layout I ' . ' . -. • \. #4@/2 ·' 2'-011 v-4 [@ I. '2 I I II !·a H=4 I to 2 2' 6' /'.6" H = 24 to 3 I I .- _ ! { Lay_out• Ii ne I I • FOOTING STEP -.-"t-K I ' \ ·~ ,, I ~~, ~· •· . 4"' drains@22.5'ctrs. max. (9' ctrs for Type 3 8 4 Ref. Walls), to discharge through contemploted curb or /1 above outside ground _surface. Slope 1/c" per. foot. -------....._ I • / cubic foot pervious "' I ;,I/ backfill material in Backfill sufficiently to prevent ponding. . To be done after removal of wall forms and before backfilling behind wall. -· ...._ Place concrete in toe against undisturbed material, except as permitted ,by the Engineer. H Comp. o :• .. ;} o burlap sock, -..!.,_ 1 _,_ -J: securely tied DESIGN AND DRAINAGE Surcharge limits shown apply to Retaining walls Type I and 3. Sid. reinforcement, bend as shown. ; Weep hole, t ~,,,,.._, ! PLAN ~---·-\WX'lfJ,,{\S )3!? I 4 "</Drains 1?2~ Top of footing max J-6 . ELEVATION Detail SECTION ( Joint may be formed with 1/8 "hardboard and cut bock to the root of the chamfer on the ~~!--~ exposed face. ¾" Chamfer/-JI. ¼" I t 2-#4 ba,"5 each lace I PLAN DETAIL J-6 ,-Face of wall Holes will be permitted in the outer ½" of the web for wires, rings etc. Tie web to #3 reinforcing bars at 12" max. intervals to support the woterstop in proper position during concrete placement. Alternative detail may be submitted for approval of the Engineer. 2" min embed ~• min #3 bar:=:::J;;::/:::::: 11 =::t=::=~ ,. ~, I i" NAIL ING STRIP: ~ 1/a" min thickness ..,.---/ Seal between exp. JI. filler and woterstop ~~::::;.i-' 11§ Tu Woterstop to hove 5 or more bar ,. ~ pairs of raised ribs to provide DRAIN RE/NF DETAIL Nail or staple to form ~ or expansion joint filler ~ 0. I sq. in. min. rib cross-section area on each half of the woter- stqp. Height of ribs to be ¾2" min. L • L / -Top of wall level /0' max. Layout line NOTES: Top of wall level L "-. I Design Conditions: DETAIL W-1 2-~ l ,i, ~ _, ...._ . !:: E: @/8 t--+-jt ------' ----.... ELEVATION RETURN WALL TYPE 'A-1 Use where H = 8 1 or less ~ I ' I ' ------.. ----1 r---~ r-..... -, ,,,.~ .... Ir---' I ) = C-?>.,,,. --;;:;;; I ,.._, I ') • I ·orrseti ,t 2-4 @18 / 1·011 min I 6'V'JJ I I I I I i I • I I I I 1 I rl!. _j I I I I ELEVATION RETURN WALL TYPE 'a' Top of wall level 3'-o" Layout line Ground line t± --_:::-_ti-.____, ELEVATION ELEVATION RETURN WALL TYPE t' RETURN WALL TYPE 'o' Design H may be exceeded by 6 11 before going to the next size. Footing key is required except when found unnecessary by the Engineer. Special footing design is required where foundation material is incapable of supporting toe pressure loads listed in table. Refurn wall not required unless shown elsewhere. Design Doto : fc = 1200 psi fc=3000 psi fs,, 20,000 psi n:: /0 earth= /20 pcf Equivalent flt:tid press-ure = 36 pcf max. for determination of toe pressure.-.. · 27 pcf min. for determination of heel pressure.1)fAJrf~-t-1 ' ' :CORRECllO.NS BY4J,K9:rpfi·~q !B.o. I? ·CONTRA.CT HO, U:90:P2~4 'DATE . 10: 10 -~«> 8/64 BUENA STATE oF cAuFoRl'II"-File: XS-3-45 HIGHWAY TRANSPORTATION AGENCY w 1 _3 DEPARTMENT OF PUBLIC WORt<S DIVISION, OF HIGHWAYS VISTA CREEK BRIDGE Use where H = 6 NO A5 BUii. i..;:;c;...w. ..... :,q""AJ=--··""'c;:_e_S_ Use where H = /0' ormore on Use where H = 10' or more on r-RETAINING WALL DETAILS NO. I .. ., I L.._-----,-----,-------,----,---&~,, ff. t II " . ht II BRIDGE SMEET ' OF ----------------------------0-.s·e-._w_a_s _____________ s_,_,r_a_,g __ w_o __ s ____________________ ... ____________________ NO .57C~l77 :O ,sET ~~~WING,S''lt,?/11-II --::, 111' I II , I i I i i i i I I: , ,, I' i' I I i , . I, 'I I ' i I I I I I I , I ' ' ! -jl I ,I I I : '. : , . I : ' 1!' I I ' ' ' ; W.O, REVISION DATIES ( PRELIMINARY STAGE ONLY) ---·--,'-="-'-,---r-- Ditrfgard prinh bearing •orlitr revision dates ---1- , I '· 1, I ! I' II I ! i I I ' ,, 1' f / ,-1. • / --------~---------------------~----~-----------------------,----.----:-~~...=--~~~~~~=::~ Reinforcement ·contilfUous thru joint. Const. Jt. normal to diaphragm. •wad, fllat'W11N I v.-,n, (.Of"ftef' ., "-'-•-. -Ir l'et•••on, "'1-U-C.O I i.1"'6& ... ..._,..__., I i"" 0&.Gi \ 1,-1 i ...... tc.. ~ l'ldl11 in "on/ H• ,.J !""'-I ,ul•s . 11rx ~/111/ L-1 rrtlr•"'" .AU ,ii()•,,-~, irl,I....., r,✓J-tl' ',Cl', .r, ,:/,.,,,, _J-,1 p,,/,11/ ./·J. 1"•u-t,/ .Tr/ i,/..,,c,; A-A ',I',..,.. ,.,,,.,,,,,. (;,,._,.,. .,. ~-• ., "·"'• ..)fj ""•"' 0.1.,1 J.Jr-~ ' . 'e/1/e/ sl-,,,, .,,.,1-,,, ,.,_,.,.;~r £7,1,;,9 ~z~-,_, JTf ',t1,d r-ll•o"' -.;,..,..,f,-.,clurc >he,',y 0,17~ ""'. ~ /Id., pcl,111 7/1,~ ..1r.1 P./,rl,fll R,,1,1,.,. fit -s..,1.,,..." t:::wcJ::. .At,,,,!" c19;. /. Jr.I l·l·U . ('It,,_ r, llt1 boK •""' fe1-hd $if-I-.,,-• · W~"' ,1> /6,/,eK ~_,. =--'lei ... -( -,.;,,,,, ::i.-J--1r.1 r-1~ D•l1tk.:/ Oe/011.l-2/ : "' 411 a.,.,.~ rev ,,_,_ ,h 0./.,l J.4 riv, 41-r.j· ,;, c,.,t,,,/ J-f . .l.l/ i- AN.,1 ~, c,.~ pe1.,1; Av. ..,.,... ,., s .. ~.,, "•cJlfJ-t ~/. 7/••l•+'.JTJ .,.,..II ,..llil;o,,, tf'"! .su,,,_rJtl-rucl ur• P/0<0,n.,1 D,o11.9~ ,, .'I'-' ffu•IU bu• t,f,,l4olau< ;..., I~ li11. l•111<J t1 ~ OJ i : ' ......ill it lI . : . I -· •• i I I :ti~ /I_l'--6" ':s ~ x6!O41, /Oto! 4. Place against stirrups. I Const. Jt. in slob porollel to re1nf . " 4-•9 x 5~0" tot. 16, tlQU0!/y spoced. Const. jt. normal to cop. See Oetoil J-22 --.. ' II SO Ill Slob A,fqv J 1'/t,£ , • Consl. JI #5@ /2 :t X 6'-0" (~etween girders. Typical slob "-. Const. joint \ • Slop horizontal bars 2" from d1ogonol bors. J / t 0.2 Spon length to l bent i-----·---------For ophonol locohon, See ''p1oc,ng Ologrom." Reinforcement continuous thru joint. Siem .----...J Sae Oetoil J-20 DETAIL J-20 DETAIL J-22 ---Straight surface joint rein/. ~-:_--1--~~r---.,....----1 Diaphragm verhcol 1 or normal to decl _1 grade. --------· T L_-..---:::~---------'"'-c-----.,,-------,1-----i I keys 12 "± x I½>" ovi,r. 50% of area ~-stop key 3" from ~--,~===:..===±=-====~ exposed surfoces. Reinforcement continuous lhrtJ JOint +- 4 -•s x $ '-o "tot. 8 for /811 or wider diaphragms 1 at m,d height of diaphragm. No additional reinf reqd for thinner diaphragms. DIAPHRAGMS ' I I -I It TRANSVERSE GIRDER CONSTRUCTION JOINTS DETAIL J·.J BENT CAP LONGITUDINAL CONSTRUCT/ON JOINTS t INTERMEDIATE DIAPHRAGM SECTION I I ~ Bend to clear ~, Reinf of hinge. L·I "' ~ 2-~ Con/. .cS / / , I ' I }: , V 2-~. Cont. ( OS required, , (See 'Typical Seciion ) ~ l-2 .1. GIRDER WEB REINFORCEMENT DETAIL J-3 DETAIL J-4 --- ~ L-J 1,..5 ·-f 8rg. ' l-.....J...-~----->--..---....U...-----'"t-------f DETAIL J-20 OETAIL J-22 DECK SLAB LONGITUDINAL CONSTRUCT/ON JOINTS Note: Longitudinal construction joints in slob, if rtJquired, ore to be located at edge of traffic lanes except as approved by the Engineer. ---- DETAIL D-1 Slob . Const joint. 7 lwl 8 IF! denok! girder width in inches. Where lhe increase in stem width due to flare at the support is no/ more than 2'/2 11 on a side, the stirrups may all btJ a constant width. In this case the stirrup width shall be determi~d by tl1e minimum stem width, and the clearance from face of concreftJ to stirrup Tempered hardboard smooth side down over 1/2" untreated insulating board --+-- DETAIL M-1 ?.~ 3,,11" Drip groove wil I vary throughout the flare. 4 11 Fillets in acute , corners if skew is ~ , 20° or 1-m_«_e_. --+---~ ~-t F,-w '""2" w 2 --4..-_-:.,-:,_...,. ______ ...,.._1 ,~--\~ ~-f G,rder -=-£ TYPICAL -;,IROER FLARE 0/AGRAM_ "r..,, r-For_m .IV4" min . ____ ·'~· ~r .. 7 ,/tf Edger t._,n_i_;;h ___ ....- 1/8" Strip. Width of strip to.._ t ---form on approx. nolf-c,rcle I Wolerstop to hove 5 or more pairs of raised ribs to provide a I sq. in.min. Abu!. M? I Span No.I Abut. No. I Span /Vo I Abut. No. I Bent .Vo. 2 Abut Na3 SpJn NJ. 2 Bert 1\lo. 2 Abut NoJ I ~T [._j .......,... .... ~ Detail l-1 Oetoil w~I"' --! I-,• clear SECTION C-C PART SECTION EXTERIOR GIRDER Woferstop of deck expansion joint. Bend info ra1/1i?g on low side only .-----~-- and provide for 1/2" depth of sealant. ~-1/8" min. shelf Exp JI. filler DETAIL L·I ~ a c::: I <:) 2" min. embed. ... , I -!:: :.::: " '\:, ~ I() ., II) 1/8 • min. thickness , to rib cross-stJcfion area on ,och half of the woterstop. Height of ribs to be ~ # min ,............__,Span 11,t)_ ~ =~~=Span 11,() 3 8Sp:1n No. 4 :.::~:::::::: Span No. 5 Abut No I Bent No 2 Bent No 3 Bent No 4 Bent Na 5 At,u-. No. 6 TEE BEAM SUPERSTHUCTURE PLACING /?IA5,9AM Numbers (I) and (2) indicate sequence of placing girder stem concrete. (2) may be pklced simultaneously with (I/ wher: approved by the Engineer, and provided that the (I) sect,ons ore placed in adjoining spans. D £CI( AND· SIDEWALi< JOINTS DETAIL C-1 I r:: " r~:I bet;een ex~ JI , ~ "3 bar-.. ..._ , er al ~ters ~P-i · .... , , • ~\ .:f Holes will be permitted in the outer ~" NAILING STRIP: ~ _1-1pi~~-~,1 *3 ~I of t/1e web for-wire, rings elc. T,e web to "3 Nail or staple to form .... ' --7 /Jo. " , or ex.,.,,,nsion J'oinl filler. _ .,. ~ reinforcing bors of /2 max. intervals to ,,... support the waterstop in proper position DETAIL W-1 --during concrete placement. Alternative detail may ~ submilfed for approval of SEALED DECK JOINT tht1 E"ngineer . Top slob concrete ( 3) ma.,. be placed separately from ( I) and (2). ( 3) may be place.t continuot1sly or in ports os approved by the Engineer. T= 1/5 . span length • U= 1/4 spon length For any deviation from ft,e obcve -nt:1 con,,octor s/?all sue,,..,,1 a diagram lo fM Engineer. AS BUILT CORRECTIONS BY,l>,.l. )Sa.q,fiogc,r s:o, c:CONiRACT NO. 11-040 9 39 l ct.Te I o -1 o -c;, c;, /l/0 ,4S Bl/It. T C/-IANGc S 8/64 STATE OF CAUFOIINIA M!G,M'IWAY fllU'-i!SDf IITA.,.'O~ AG[fltCY :,1 ~·.:." I Mf-_"iT JI PUBLIC WC'fltK5 Fil• XS-16-21 DIVISION 01F HIQHWAVI ---------.....::._.c......: __________ --tl BUENA VISTA CREEK SRI DGE STANDARD DETAILS NO. I -NO 57C·l77 POST 11 1L( (T-BEAM) i ----~----------------------------~------------------------~J--------------'--....;_--------------------:--------.------..1-.....1._........_.......J_....L..._1.,.-....i.._.i..,...,.. ..... ~. I I ); i i ii i . I • I I . • . • ' ,, • ! I i; i : ' I 1, i ' I 1 I I ii ' ! I ,I 'I I ' I ' i ! i I ' I I i I i ii I I i I I , I • I 'I' i' . ,, 11 i ,I I : i ' I • i . • ' Ii :I ' ' i . I . I '1' . I: I I I I 1. • ! . i I I .' i • ' . . I '' • ' 111 ' ' ' ' I i I ! I • i ' ' . 1,. I I I Ii I ' ! 1 lil I ,,I i .. I ,11 I I ,, I ! I I !' ' Ii I ''I, 1, ·1 ' I, I I 11 II . ' ' . ! ' ' I I I I • 1'' 1, I f' '! I I I , I ! , I ' I I I ! I . I I I '! 11 ' ! I i i ii iii I I I I I ,1 : i I i ! I I I I . ! ' ' ' ! ' i i I .. I I i i . ' ' ,E'!-v. Noic in "1¥1'' I Rln'g .ilev. • deiai~. ' · ""'<r"'• d vp d#c,~ po,n/ 11'? 9vt1nl-/h . 8-1-~ .. ..rr..r lill,J/e/eq S~ttal<1re 8/ock. an,:/ .t:ed. · ·· leo"'1d 13/oc,I:: f1o.,zf-,. see ,;, u.,,,,,.,,. ,.,,11, · lurn,:I c,,,-,.,u; 17.,.,- r,}/e bhclt ;,, · lo WtJr rNh; Cormtr; pr._; 8·1·6:J {'//,,11,1,~ ;,, ?flf'e. / ,e,,;1,nf £k11, ~'°" Z .. f, Tj/P« S e!nr £l•v.. 7fJp,°e:d! C'vri> i Roil S'ecflon [Ty~ I IA 2 .. ,, ) I J ' "-'V, /f•l/1-• $ Jr✓ f'I ~-~ I Choflged ."4 c,,,l lr/:6 •· /b .,5 O,nf. fol, .f . . ,n 'Tiff"! I [)e lad . Jt) lf-J~-6 ~ . A',...-~.,, "Excepl-as .. Nck✓• /2, d,,;,, i,, ",;,.... s .e-;,,..;, ·· 1 ,z. -/,~ ,., -Jr✓. ,, . /,1,t1,t11 .,.,f. ,,,',;{. 1£1.s 11, iyP« I R/119. " .. ct.li,W 'lol. .s ,.,r1. N.5 a,,,1 t. ,IT.I l4•u -A1' .. •01:T~I\. X' 1$ lm '4-1.J S •• • •• ' , r J ., ... I • ( ~. : .• j ,, l • • ' t I I I ,, Length for payment I ll 2'-6" , ,~o" i-.....__:=---==----.i Top of end post parallel lo profile grade. @top " : I I I " +--+----+----+ r ----ilil--- 4 □tot5 ~ total 6 1-----tQ ~ '-O"max. I ./ SECTION D·/J • I SECTION A-A TYPE I .RAILING ELEVATION SECTION C-C TYPES 2 8 5 RAILING ELEVATION ,.,, Edge of deck 1'-0" 8" Edge of deck 1'-0" INTERME()!ATE JOINr OECKJOINT !'-0" 8" 2'-0" DETAIL X --.... ---------- 2'-0" .. ,. "'> ,. I ...... 10· N4 7l. @ 18 #4 cont. tot. 4 #4 cont tot 5 ~ ..... bi -~ ..., ::::: . ~--7~~~r-~m~-~---t-~~ ,...__,;#4 c:7 @ /8 i-t 'I ~ ~ I I ~ "') -~ ~ ~fb 'I ~ ~ Iii 1.§ 4' .. -cons!. joint ..... Q.'.I ~-~-· -1---.. -Ll! .... ~--------'- ic) _ _,__+-,,<-,----i.,,,;_--.... utter g rode 64.vl'-2"@ 18 ~ #5 Cont. 6~" 1.u--Const. joint "-Gutter grade ~ 5~ @ 9" _ #4 X /'.2"@ /8 Edge of deck. #4~@ 18.J Gutter grodtJ '4 X /-211 <r/) IIJ" "1 • ~>,-4i-.:.:::b.~ i Gutter grade #5@ 9" 115 l.• @ 9" to be in place before deck concrete is placed. Contractor may submit alternative detail or method of placing dowels for approval. NOTE: Types IA, 2A ·and 5A ore Simi/at I> 7ype, I, 2 ('J11ll ~' ,xctJpl as noted .. #4 X f'-2"@ /8 11 TYPE I cone. 1.39 cu. ft:/ !in. ft. Reinf. 10.I lbs/ !in. ft. TYPE IA Cone. 1.39 cu. ft./ /in. ft. Reinf. 9.5 lbs./ !in. ft. TYPE 2 Cone. 3.43 cu. It. //in. fl. Reinf. 15.8 lbs. //in. ft. .. ~f parapet TYPICAL , . CURB AND 3/4" x 8" bolt---1- with hex. nut and washer. (all <JOlv.) I 3" 2-¥4 11 I I 'lf i ..,• .--1---/¼," x /1-0" bolt with I I 1 1 hex. nut and washer. -I I 1 , (all galv.) I I a.-:b RAIL POST ANCHOR BOLT OETAILS I 1 .... , . I 1111 I I ! ' I' I • '1 ' I !' '11 I I ' I I I I ' i I : 111 ! ,i! NOTES A. Railing shall conform to llteor•licol horizontal and 118rlicol alignmBnf. B. Posts shal I be nor:mol to roiling. C. Curb and .wall joints to be located of all deck joints, t1f f piers or bents oM at uniform spacing ( 40' max. ) • Joint sire to W ~,, mlli. and . incrtlOsed 10 match widlfJ of ocfual t#Ck opening\ .. ,,_---i....., I, I I I , I I'' 1 i ,'' I I I 11 I I I I ' I , I 1' I I . ' I I . I I i i I ' I 11 11 i :1 ! TYPE 2A Cone. 4.30 cu. ft./ lin. ft. Reinf. 16.6 lbs.//in. ft. RAIL SECTIONS 0. Construct 3" deep x 12" wide overflow scupper 2" above deck at low points in grade. £. Dimension will vary with cross-slope of deck. F Mb/ls are to be backfilled before roiling is placsd. G. C/tJaronce to reinforcing 'Steel in curb and roiling to J!Je I~ ldng.itudinol reinforcement to stop at all joints in roiling. ' -....... H. As on alternative on open joint may be used in Type I and Type 2 railings. See DETAIL X for placement of joint. w.o. . ' I 11 i I , I · i i:I ' I • I I '. . ' I I ' . ii! ·1 ' ' I I I ' i i I I I i ' I I I I I I I l'-0" 8" 5'-0~ except as noted TYPE 5 Const. joint 8" 5'-0" min. #5~· @l811 #5n;.@!8" #4 cont. @18. Permissible· 1£.:1 const joint 1#5@ 9" #4 X l'-2_"@ 1811; TYPE 5A Con_c. 6. 13 cu. ft.//in. ft.}-For 5~0" width Re,nf. /8.7 /bs.//in. ff. and 11'2% deck cross slope. -{ Cone. 6. 5/ cu. ft./ /in. ft. Reinf 19.5 lbs./lin.ft. . I ., AS BUILT CORRECTIONS BYA.L.korpfiaqer E).O.f2 CONTRACT NO. IJ-0409.:34 , DATE 10-10-<ec, /,./O AS l3tlll T CHANG~ .s ' DwG-sros-- 9/64 STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORK$ l)IVISION •OF HIGHWAYS Gutter grodlJ FIie X$·9-63 BUENA VISTA CREEK BRIDGE · ~lsrevard printl bearing •arlij reVi1ion dttH I . I, i • l I I • I I .I ; I I ' i I I : I I I ' I : ' ' i . NO. I :I, I I ' ! I BARRIER RAILING SHEET l 57C-/77 ... 11 · I , I• I : I POST MILE REVISION DATES ( PRELIMINARY STAG OtfLY) ; I I I . ,/ f IY, ~- J 01 rJ l c{\ ' ·,,. ,n ~.£·£ ~j.A, lw' i: f?,,..,.,., 1 .. •I'--,.,. .. ; 'O·P. i/1"✓ , ,~-f-11 t .I ·1R•..: .t'i,1-cs; /4,,.,v . ·1t1;1,f dK. ~e,v. 1ilk r~ ,;-e,.e/.J"t!<t, t6hoA! Ce/11/ei .. J't?',,,"' ;i.,,. , Bhc,,JC.. ~.8/4C:1' tr,l,,v~ i e., -1?/'-f,e'. ./ r.J /11. ! ' .,. J ' £ roil posf. ' --H-----,.-------11 . t------------t+- 1 I I I I :, ,,,1 11 I I i I I d I 11 I I I II I I I II l I I , I I I I I /, I I I I r · t I I I i . I I ,----'~ ------+-1---------~ FRONT VIEW It i ' ' It ~ ~ '1: f ., ,,.. ,,, !V.,''r -a-... I~ 911 .I SECTION 8-8 -t parapet 5N I. 0. Pipe - Thickness= 346 11 ---,__ . h6" r~,._,,, '4~6 11I.O xO~IO" pipe sleeve. Thickness= 1/4 ". Bock of web on l parapet. __ ..,. ,~ II r/6 r . ' SECTION A-A 611 DOUBLE RAIL POST 4~s"rfio. .,_ -,, /. ~ ,,.. ' ~~ ..... ~ ~ .I. 2~:1 415/16 "dio. 51 "d: S." 10. -I ost. It 5~"dll1. -Do ost. "-.-= ~ .. L-_., ;f1 ,1 I ll.J RAIL CAP l/2" =I» ( 2'-5 ~ 11 ' ' 5 11I.O. pipe- Thickness = 3/t,1' I It :::::: ____ .c: - Drive fit. 4 n," dio. I ;, .. l roil post ----z.,1 ' DIST COUNTY' ROUTE SECTION< 4 ~6111.0.xO~IO"pipe sleeve. Thickness = 1/4 11 -- I so ·78 .. , I REAR VIEW.; SECTl9N G-G l,lz ":r I' 1/411 at 1sin le roil ost. 346"0/ ~ouble roil post. ' I 1/s" •dio. hole in --- pipe •sleeve. .. It ~ Q;) I Vs"x t 3/s" slotted --~~ hole in pipe. J f I ; ,i ) It ~ 'Iii- It ~ ~4" 'Iii- Y2"r 11/16" dio.hole , \,,, I ' ~ ,, rt I~" 5/ ,, . r/6 • it .. ~ --'---------......,-, ' . FRONT VIEW Blend into boss area. II 911 ~ :::::: SECTION 0-0 SINGLE RAIL POST 1. 911 REAR VIEW Thickness as requited. ' . , , ) t¾ "slotted hole, I .. ~811 I ' ,, ":" . I.., ' ....__ ..... , ! . ,K, '. SECTION C-C 13/4 II SECTION £.-E SHIM OETAIL l/4N = 1'-0" I I/. II .., • --i-..... /8 u/0. It ~ ...... ~ ...... "' ~ (\,I Notes: . · , I. At the option of the contractor, material for the roiling shall M ferrous 0/' aluminous. Details are shown for aluminum pipe rail. 2¼" Steel pipe rail shall be 3//61'thick with 5 11I.D.. Rail post dimensions shall be revised as necessary to fit the steel pipe. All pipe sleeves shall have a thickness of V4: ~'-!'4 . ~ t\, 2¼" x 21/4".,.,qsher.,,_ " l "' ~ 2 For railing on a horizontal curve of radius less than 150: Ille pipe roil · and sleeves $ho/ I be bent to fit the curve . I(') AS BUILT CORRECTIONS BY .4.L, Ko,;nCt,qe,; l'J.O. R CONTRACT NO. 11-040934 12/63 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS XS-9-71 DIVISION Of 'HWAYS -----·-----~=.:::.:..::.:._:.,:.::;.:::.:.:.:.;:.__..._._,_ _____ _;, ' ' \ / '. ' ,, ) "' ' . ~! (.) ,-\ I j ) ' . '--111,)•oolt, 2'¾''/ong,lleK dtJf and washer.·, : , DATE I0·IO·'2?e . Alf? .-45 BUILF CIIANGC S BUENA VISTA CREEK. BRIDGE RAIL· CONNECTION 1/2 II;: I II BARRlER RAILtNG SHEET 2 -DRAWING NO c!57Cl71· /"'f ··, tm:C:J ... .....,..i:, WO (' REVISION OATES l PRELIM1NARY STAGf ONLY> J DtSAEG~RO PRINTS BEARING EARLIER AE,VISION DATES ....... 1----r--'=i-=.:_.;:;;::.:.::.::_.,.....:..:.::=-;,.:.::=::.,:-=;.c,..::::.:;~""-t, ...... -a / ;\,, , (, I , ; / --,-~..,,....--'-'-"---'---'------.....:.---i--------'---,t-----.1_.:..-1 . .....;.....L._J.__..L,__j__L-_,l.;,..;...-l.......;..,&;;.,....,...l./i+;,' " I 1, I 1 ! I I I, i ' I I i I . I I I ii', i I I I , ! I ! 'i I I , C ' ' I I ,. I Min. Shel I Thickness 0.1793" 0.1495" • • #5 tot. 8, extend 1'-6" into pile .cop or extension, ( except 4-#5 x 3!...o" dowels permitted into footings I. Precost Prestressed Concrete.----... -.:-3 1 6 11 • ox -min. tot. 4 Precast Class ''A" Concrete. Precast Prestressed Concrete. #6x 3'-6" min. tot. 4 · (with extension tot. 6) DIST I 1s tot. 4 (with extension tot. 6 J COUNTY ROUTE SECTION .Hll:l!T TOTAL HIEl!T• S() ,78. ·. 98 /// ., D.-TC -.,,.f'PIOV~// ., ~ /fl,£ Octagonal or Circular Section • 6 x 3'-o" dowels, tot. 4 { with extension tot. 6 ) P:: 109,000 lbs. min. #6 tot. 8 (Full length of pile) P =-140,000 lbs. min. optional .. --- x-x u-u v-v w-w Min. Shel I Thickness 0./793" 0.1495n ---.. '# 5 tot. 6, extend /1-6 11 Place diagonal of pde parallel to layout line of footing. • u-u NOT£,· When ''ALTERNATIVE U" is driven with mandrel, she/ I thickness may be reduced to 0.1196." lll'to I I I-:..'.. -- I I I Cutoff line (.j (.j Cl "' ::t 1 ::i ~ ~ ~ ~ .,,_ l: '-'=' ~ ~ ::::: ~ ~ ::;: 3//6 :gi Cb Q) ~ ...... 1/4umax, I qi ~ (I) 3/4" min. /l . / Alternative tip shape,J at option of Contractor. ALTERNATIVE "u" into pile cap. v-v 1111 111 ~ V - I I I " ::t ~ ~ '5 ~ .... .,.., t:: 311 Q) '=' ~ ~ ~ ::::: ~ '-..... ~ qi ~ ~ ..... gi (l) ~ Q) ...... ½ l1 ~ 8" ~ min ALTERNATIVE "v" PILE NOTES Alternatives" W" a "y" may be driven ful I length or may be extended. All exposed piles or pile extensions shall be consistant in cross-section throughout the project. ~~ -...;: E: w-w P:: 75,000 lbs. min. "' ..... ~ ti ., ~ (ij ~ 'S .... (l __.. ~ ~ "" Q) :,::: ll:: ~ <b -~ ~ ~ - "' I'<") @) ,,'t ~ t,i ~ "" ~ :,::: ll:: ~ "' ..... @, '3- \.., ,.. I.a @i ~ ~ x-x I I I " I I.a X I I~ I I I ' I . " ..... I I ~ ...... Cl.. ..... ~ ~ ~ ~ (j ~ ~ '-l '-' ,. ~ "2 I ~ ~ i ...... it 1;; t:, (j ~ ll:: _j_ 'i..J ALTERNATIVE "W" ALTERNATIVE 'x" ' Closs I Piles may be substituted for Class D Piles. Unless indicated to the contrary all pi(es shall be Closs I Piles. · · ' Y-Y CLASS I PILES CLASS II PILES II 1111l I.a y 11111 ~ I I I ■ I i i q I I V i- / ,-- ~ l .,.,, (l • i ~ . lb (( ~ '-, t::: ~' ~ • ~ 1;; ~ a (l) (l) ...... it _i 'l..f ALTERNATIVE "y" Y-Y Octagonal or Circular Section, Optional. Alternotives''x" a ''Y" ( Precost Prestressed) P =-Prestressing Force (after losses) 'Concrete stress: Alternative ·x" may not extend above ground line nor be used with Pile Extension "R'~ 0 . (Alt "v'') 4 roo . {Al.'f. "y "J @> 28 dovs f'c = 6,00 p.s.,.. . "' ; ,v' p.s.,. .r f'ci = 3,500 p.s.i @ transfer (3/lJ" strand) f'ci = 4,000 p.s.,: @ transfer (7/l6"strond and 1/2" strand J Note "F": In Alternative •zn the #6 /)ors shall extend a minimum of 12' below the lowest of the following: I. Bottom of footing. 2. Top of final ground surface. 3. Top of ori inal round surface when ,"/es are driven lllrou 'II fills. DESIGN LOADING = 45 TONS WO I I ' I ' ' i 'I i ' ' I I ' 1111; ,!' ! ' ! !I i: I 11!' I ' I I I' I I I 1 I i I ' I i " ' ,: I ' I i ,) I i I ii I i ' j, ' I I, '' I I , i i I ' ! I i I I ii ' i I ' i I ' i ' I ' I ! ' ' ' ' ' ' ,, " '' i; I ' ,, '' I ! I I' I i ! i ' ' ' I I 111 ' I II, I I ' :I '' I ' 11 I ' l II I 11 i I I ' :1 j1 I I i i i ,' ' I i I i I i I I I !I ,I I z-z R-R I I I "' I.a I I I 'I ...... #5 Wire@6"pitcll er-~ R (.j .,.,, .... (l ~ -:o1 . t_±::i (.j ..... ~ Q,: (:) Ano/ Ground Surface · ktJ "' =l:: ~ ::t ~ kt~ ~ ~ __:,_utof f line~ "' -~ I<--Q) -.:::: ~ ...... ":...!. E: J -<3 Low Water Elev. I.a 1'n Waterways. PILE EXTENSION "R '' Perm,lted with Closs I Piles only ~ min. ALTERNATIVE "z" .. ,. -~ loll ' d.' . ,. . b d ;: ·AS BUILT m,n. ,a pipe ex ens,on may e use .· ·. : . . A l'J 8.LJ."l?. of the tip when step toper is 30' or more · CORRECTIONS BY L. #r;o ".9dC · · · in length. · '· CONTRACT NO. 11-0409.?4 Minimum thickness of pipe extension= 0./793'~ 3/64 BUENA DATE /0-/<2-44> AIO AS BUILT CflA!JG[j STATE OF CALIFORNIA HIGHWAY TRANSPORTATIOII AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS VISTA CREEK XS-10-17 BRIDGE CONCRETE Pl LE DETAILS l"::G! 57C • /77 DRAWING NO J'?C/?7·/S REVISION DATES ( PRELIMINARY STAGE ONLY) Dlsffgard prints bearing earlier date.- '. Ii I ' ' , I I I , I ' i 'I I i ! •' I I , i I I ,1 I ' I I I I 0../ f,~nalurtt, · 8/ocJ: • ~-'S l;ID()Vfl C,,.A!Jl-.f'IC ' 1 1, •. , ( · Atv. lille tJ/oeK , I" .:,, --et-S.c I ,. . ..1r., '·.5-U t" ·. Ndcil • "'fvpt'S~ ()rim dtl. r,,rJ #81 ''/:,,,, ,:,..,.., t " 5 &,;. te/"f· ,, " "Ot-#,;, Pen// -,Y.-• .-• l,II• . I' r ! ,, ,. I I • JrJ 11,1,+ . . .t 1 l ..... ~ PLAN Top of drain to be set ?'2" below roadway surface. " I II -" SkJpe Concrete /: I lJ-----i L.l~ 3 II I I ~ S.quare Bors ' ' I I I ~~ 1-9' long.__,,.. Roadway surface. I Extend pipe I" below bottom of deck unless detailed otherwise. 6" 63/4" 6 11 ,,'':. I ? ,, ',, 6 ,,~:,.__:_--ii v_ 6" Steel pipe 10 go. Note, Drain to be galvanized after all welding is completed. SECTION A-A SECTION 8-8 DRAIN DETAIL -TYPE '~" I Cast Iron . Galvaniz~' ··"'· Unit. Scale: t½": l'-0" 2"or 3" ,f noted l1"0utlet .. l AREA DRAIN I I I II.II' I, I '., ! I I , I, //4" x 3/4" long brass machine screws, recessed head. ' II I, ,I' I I I I 1: I 11 ! I ' i PLAN 6 "galvanized steel pipe !Oga. 6" 6" SECTION C-C . . ' I' 6 11 - 4" . r ~ I I I : I • J •••• --.....~'·'·' ··• • ....... '-•• ', .. J.,!i~·-. ,· ,. : . ' . .. . : . ~-....: _._ .... • -:-.. ,·. '· ... ·,. t • ,I ,, I lo , ,-. I • \ • ... -'' • ;-• .:,. I ;. 4 . • ., 4 ' • • • • o.. ~ ' A \ •· ..• ··•. \ •. -. n.· '> -.. -·,:· ·· :·~•t,\1::• ... ~ •'., 'I . > . ,, . ' .• ! ,'.' ,-_;,. ;, , ... ·,• ':) .. ')' . •'ba., 1"1·•·''•·1•••· ,,q_ -~ ,', V • • ! I --••, ' • • • , J ' ... , ~ . • ~ 'I· ,,1 .o . ... ,,J-• c. ~ .• •,' I • • • •• , :: • •• I t •.. •: ~ '. , j, • •• ~1"',t,• • • • ,A, ' • I., I' , . :· ·:j• '·. ~I ... o • ~ . .. " ..., ' • "" , • t'"_i .. · ,_ I .t. • 9•, ••" .·•,_, SECTION 0-0 DRAIN DETAIL -TYPE 118 11 FOR TYPES 2: ANO 5 BARRIER RAILINGS '.1 I I I I I i . I I ! .1 ·r . I I ! !, I ·: I I .. 1· ! I I ' ' I I 11 11,' , ,I , I• 111, I , 11 i ,, '. ' '·1 ·.1 ,, I ! I , I i ' I I' I ' I 11 ' , I' I: I ,-·--·----- 1 II :I I ! 'Ii, ,; I I I I 1' I I I ' . . I I ,! : . r I·, : I ' Relocate #5 J dowels (deck to rail) to clear. PLAN 4" 8" SECTION E·E TYPE • 5" DIST COUNTY ROUTE II SP .. · 7/J _ min. I 4'+ . : ·,o expansion ;o,~t in •raH, e/ectrolier or pul I box. 5" SECTION F-F 118 11 DRAIN SECTION· FOR TYPE I BARRIER RAILING . .. , I, , I " , I I , I I , AS BUILT . ( ' . CORRECTIONS BY!I.L. Kqr;QfZoSic:,; s.o.R CONTRACT NO. !1-o.qo934 CATE 19-tG-½>w NO AS Btllt.T CH4NGcS 3/64 STATE OF CALIFORNIA t-1/GHWAY TRANSPORTATION AGfNCV DEPARTMENT OF PUBLIC WOPIKS DIVISION OF HIGMWAYS BUENA VISTA CREEK BRIDGE STANDARD DETAILS .. DRAINS ,,,;...,-- BRIDGE f;7C-f77 DRAWING NO NO I I I I ',•,, ,;,., I I I I J •\ ' I . ' ·~ • i . J(; ( .. ; .,,. ~· 'P ~ ~' ll: ::: -& .;, "' ' ~ '() ,:, ~·~ ' ,. <;'. I 0 ~I ~ .s e \J ~ -c: J ·~ <Ii ~ .., <:i " \i ~! It It It \ ~ 0 l :, z "' ti ~ ~ < I) 0 " "' .J 0 :t 1 Id I) ~ ~ z I-Q z ~ I.LI Ill ~ (I) Ii: >-C) 0 ~ .J 0 I.LI Ill C C) C) LLI z 8 -,,..-.• \ a:: Ill -Ill a:: z • m c, 00 ' . \ \j ___ , tn z 0 < OJ .. 0 " z "' 0 Ill II. 0 0 z l!l .J l l " ii 0 10 0 BM ,t 18 Elev. 24. 1:; Sfo. 107 f !!3, 19 ',{' EC. 2977 Rf it_ Rfe /9~ brass oJ,'s;i::. in cono. J ;,£] $;:::zti,iiia/ii\lii!>4\.J.,it,.,1f'J""..W, lMiHUN vt&iijJILJ/4illffiiiP ----------------1~0 a..-;:_ _____________________ _ ffifill ffl 9 IN E1 NOTE: Classification of earth mate- rial as shown on this sheet is based upon field inspection and is not to be construed to imply mechanical analysis. ··--··--·-·-· ri·' -$0 -60 -?O •--~----- ' ,,,,. 1, ,I ' I ' I I : I I S,o 0 -•-- I :1 ' : ' I. I I I I' I,,' I I q I I Ii 16 2 ' • J , D GWS p j 3 4 9 4 .l 3 5 9 /0 ,2 Ii! , s 8 • ,o // 13 14 ,, 20 a, ,,, do i?S ZI 23 Z4 ,, ,, e, 24 26 ee 29 e, 29 29 ,. "' 30 ,z ~ ,. u .,. ~ ~ ,s $ "' " 75 "' 65 ., 54 S7 ., 62 74 .., ,. % ., 7e 67 " •• 78 ,, " 59 .. ,, 67 60 .,. ,., 85 ., "" s, ., ,'15 91 110 Z I - ' I I ' ' I I I I 8-3 u u ;; GWS 8·3 • 8-4 • NIJ,1!31-6/! W 2, 008,59 i:,j ::c: < ~ tu 1:JI 104 0 "' • B·c ~ • "C"L.INE ~ I 7 8-5• f 8·1 Vd'""$ htt# bvJw,,, /-1:i ~.st· #rnK sJH- on,:I c/t:it9•y :tr'1/t' wlM Mr'c"r,,,,11.t'e,v' v~ Jldrf ,,,;;Jg clog w,tl-h ~,l,f'11rt1r:I ~m-1/~3 (JJIIS 12 I 6 , •;::. 31,i;,hfl!J qornFc't-gn:19-,bn,w,1 T!!1 Inn T/,?¢ 5'7'ncl r-,4,..,-,I."'<""" ~nd si/2y -1-o ;1{91)-l(y 4:'/q~ .,i'i/,e 5'a,?c/ ;( •: 8 . ,,. it;;.,., so.l'?d Wl~I? k4f'ltt;--cd ,9nl/?Vles o-nd ;.e,m4 /nf.rr,•m:.~,;1 $;/1-f,0 s/Hy clog 16 /. ... ; .• ,.-,,-,r,-cl?' a 1.4 ·, .,, ,, , .. . -r: ' , ~,s~,.-4-<··· .. . ,. , .. r-,-,,7TI,-. 4,-1:, ;, .. .,:_. ,• S!,'.s,ln'-ly CtJMfictr::T fo compQtT gray .f~ hjn-f 6/u/sl? ~ 9r.:rf:I Hhe fc m.r,r:iJUm &:md w1i--"I scc,ffe111<i grdnu /~$ (?l'J(l' ccca,,:,.o',-,~1 S/)';/, ;,,$"1!:l'S loose 1'-o .:,!/.9ht'ly Co,r,pa•::-1· b/,i,,1$h-g,,-.,!I shzy -h -s/1j1?1'4I cl.t:1,:,t6!/ pe...,.!/ ,l;J,e l(J Flhc SQ-no' (l,n'-' vfi'r.!I fij,e &,,.,q' w.,;v, MNrmJMq s,'ii lo ,ahv•.v s,/;t w/7½ v•s,c1'QfNe mQltst-1a1 -+----·----·--·-----.. !Oo --] ' -- I I ' I I Ii ' I I ' . ! I :, I : ,I I' i:' I I: I' I ' I i I V.:."ty <feM• .6/4.-1$1? ~,9-V S:11',g ;,'o 8<'Jn~ g~ ve_l wh'h c,«:'Q:s,;n,i:-/ s;nQ// ~oi-D/es >'C1Pry ./2arC' t,1,.;,,~n-{lr'ov wi!IQ,'-hia,...a' si/fdc,,~e a.-,ol :sha/s 1:1 I I ,.11 I , ! ' 11 I I , I l' 111 ,I I i I! I ,, Ii \ ,o 7 4 4 3 J 5 6 • s 8 8 i ,0 II IS ,. 17 IS "' l5 as ,, 24 " ,, EE 17 ,. .% "' " " "" .. " ,. 3/ 29 Jo "' 11 37 37 e, « "' "' e, Jo 37 " ,, .,, ., 6Z .,. ' t 47 ;~ 71 7' "' 55 s,, 70 ., ,, $ S7 "' 56 .. 58 S4 ., BJ: 91 ,,, "' 8·5 {_.. ..4pprox. ~t1$ f,',,g 91'1::)tJr1c/ 1t/Je _ 01~,,, ·c· Ll#G ~'-""''"'_."'""'""'""''""'"""""c"c:uo,c,.., .. ftll!...,AWr. 107 Disregord prints bearing earlier numbers 1. ' ' I I I I I Pi.AN Scale: l",,,40' F~?v~fl!.D STATE F. A. PROJll:CTNo. 7 CALIF. DIST, COUNTY ROUTE 1111:C:TION XI 5D IN::O!'AAATIO't-1 ON ACTUAL FOUNDATION CONDtTIONS ENC,)UNTERED IS ON FILE IN BRfOOE GfotC>OY SECTION -80 PROl"IL/i: Scr:1/ef 1"=10' STATE OF CALIFORNIA DEPARTMENT OF PUBUC WORKS DIVISION OF HIGHWAYS BUENA VISTA CREEi-\ SHEET TOTAL No. SHEIT8 !i>HICET TOT,',1. NO, SHE T /0() /// 10 0 ·-40 -60 -70. ___ L_O_G_O_F _T_E_S_T_B_O_R_I N-G-S ------i SCALE ,,:Is Nored BRIDGE 57C• /77 DRAWING 57C'/((-9 PREL. DRAWING NO. PR-I j! I I . I ' ,, 'l' !, ' I I I ' I I' ·II' : II I !: I I i 11 I I I I i ,, 1' • I 'f I 0 0 0 t{l 0 r- -+-,J) r-If) 'N (J ~ ~ ~ j I ./ 117 ~ PROFILE GRADE No Scale BJ~. I i------------B=--'2._',....r 1.1;~•-• ----------+i' f E.B. \'-1" Do.tum (\ev. 10.00 7 To Ocectnside. and. C.arl!'>ba.d. · 1 R= u...oo· -------~--- • t LL z ,1) 0-- BB 17.7+Lo1.1'2. E.\~"-3!:>. ~=- ()) ood (i) {.. I . _J U.0'-0" P-.but. l Ben+ '2. l'2.'&- ,4v, ,;0/~ ~ E./11'1./ -ff./7 E LE VAT ION l'l.8~ 1'1.B+08. 89 POT "FRS" \'1..&t :i'?i. 1ll-POT "Ch." Type ''B" Dra.in-itb<£ spdhJ .... f "f RS" Lir.ca _ N BU." ll-B' :)l\." E ( \ PLAN Scolc:z. : I" "101 \ l' -1" ~ (D · and ® \ \ EB \'l.B + SO.b':J f.l~v. 3:i.9'.:> f Fil I CD ® Pcrnt Br. No. S1C.-\79 c\nd 'Jlt.O.I"' constructed.. Paint "Bu(Z.nC\ \Jish~ C:.,rz:e.k B1·1d<_;ie." FORG~NERALNOTESSEE rounda fion Plan (/-014 ;;/(2) FED. ,-OA0 STATE JI'. A. PROJl!CT No. SHEIET TOTAL DIV. NO. NO, 9HEST8 7 CALIF. ~ COUNTY Rouu: 8■CTION -~~T ::::TL• .II SD <..78'. .. s 'QI /II l'•O" \'l.'·O" · Profili?. ~ ... , ts /V T 1::JPIZi \ Barrier ,cl:,~(::.::.::.::.::.=-~·-~+ ~'2.~.o=· "==• ==:::;-;f::.::.::.::.::.~t~;:-=··_t~-§oi"i:_· =·-.::::-½===:::::---_ _g~ Railing . I i .. ' i ' I I I I l.d • a-• i:-J I I I I I I l.r..✓ I I I I L..-J TYPICAL SECTION APPl!OIIIMATE QUANTITIES *STRltTUM: [XCAVAT I ON (SR I D<IE) *STRUCTURE l!ACKF ILL (l!R IDGE) FURNISHING CONCRETE Pl LI NG (CLASS 11) FURNISHING CONCRETE PILING (CLASS I) DRIVING COl«:RET[ PILES *CLASS •Ar CONCRETE (BR I OGE) •eAR REINFOfl!CING STEEL (BRIDGE~ BARRIER RA I LI NG (TYPE 1) -r1MAL QUANTITl!!'.S BRIDGE DEPARTMENT 110 C. Y. SS C,Y, lo)O L,F'. /,,10 L.F'. 19 EA. 200 C. Y. 53,000 LBS. 226 L.F'. • • • DESIGN SECTION • • • 5 Section Supervisor Cl\<\ ,(j3 • (9 ~ ProJect Design•• t:'/4.arlfll,s: J M'C'lt1t2 LAYOUT ., &,a,nrz Hom1/fon ~'fl rh~l'le QUANTITIES sr .Bob JorJssrv, SHEET 1. 2. 3, i.. s. 6. 7; 8. 9. 10. 11. I NOEl< TO Pt.ANS NO. TITLE GENERAL PLAN FOUNDATION PLAN ABUTMENT & BENT OETAI L TYPICAL SECTION & GIRDER LAYOUT GIRDER REINF'ORCEl'IIENT STANDARD DETAILS NO. 1 (T-BEAM) BARRIER RAILING SHEET 1 BARRIER RAILING SHEET 2 CO.CRETE PILE DETAILS STANDARD DETAILS (DRAINS) LOG OF TEST BORINGS AS BUILT STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS BUENA VISTA CREEK BRIDGE 'LOCATED WITHIN THE CITY LIMITS or CARLSBAD, AND APPROX. 1., MIL£ EiASTERLY OF' THE INTERSECT ION OF' ROUTE « ANO ROUTE '"l♦> IN SAN DIEGO COUNTY GENERAL PLAN -------------------------,--------------------------~!--------------=LIV~E:.:L:OA~D~IN~G~H~2~0-~S1~6~-4~4_::A~ND~A~L~TE:::R~NA;Tl~VE~iiiijii-J•A;.;.pp,•"•'IR_~_=_m,_••."'.; 6 Y•· ..... .: .. ;;..;;~~~=----~r;:;:.Ml~,,.~•-i::;"•:~•~•;.•·------;•·•::i:~•~--SCALEAS SHOWN BRIDGE 57C•l79 PRELIMINARY DRAWING No. DRAWING 5 7C 179-I REVISION DATES 63-1 IVI0H0409.3 Disregard print, bearing earlier revision dates --P- ----·---·----- I ! I 111i ,' I ! II 11 I ! I ' ' ' ' I I I ; I, I ' '' I I . I I I' ' ' I I 11' I I ! II I I ' I ' i : I --·--·-------. ·····--···---... " ~ ..... , 11 i ) I I I I I i I Ii '" I I i I I I 1: ' i I I 'I I, , ,, , I ' I I ,I' I ,, I ' I ' I ,, I ' ''' I I ' I I ' 11 I ' I I I I I , I I . -1 I i - I 1 ' I ! I Ii ·, 1 1 ,i I i I I I I .1. -- BENCH MARKS " . BM.-?:t#J:J@Sfe1 !/5"t52. 74-A £/ev 2~.00 BC 2023 'R. 2 Rte. /9c;, Bross 01.-sc 11? cone. N/2636.24 W/,487.30 ' ' " " B.M-Pf-H20@Srq 127-1-89.B"'fl! Elev 3G.55 EC 2,023 'R f!. Rt-e /9b; B1·C1ss D1.sc.1/7 cone N 12, S89 57, W 270. 27 IN Notes: -1-oenotes Spot Elev 127-,.93.GO E.C. C/2o/2ne/ N 12 4 I 7 0 6;.,;7:..,_._ w 363.885 --"-~ ., / r ( ~- v) ~-- .-&-' .... \'i \.I -, ' '·1 ' '•• ' ,_' a-t-ra 1-Zf.-S--S!!!wef' 0 ffse+ IZB +-48.88. 2, R o f ''FR 5 '' I ine /29 l"ltD. AOAD DIV, No. 7 CALIF". I", A, PROJECT ND. DIST, COUNTY ROUTll SHEET No. 2. ,,.,. ...... v,. ~I( ,l 1.2,6.r GEl'l:RAL _NOTES ~., ~- OESIGNt A.A.$.H,0, DATED 1961 WITH REVISIONS AND AS SUPPLEMENTED BY BRIDGE PLANNING Ale DESIGN MANUAL. LIVE LOAOING1 M20-ti16-44 ANO ALTERNATIVE flEINl'ORCED COl'l:RETE I F'S,: 20,000 P.8.1., N: 10 FC "' 1,200 P.8.1 • '111 (.,, . IS 'I: . ~.,,,. ~ ' '¾11! lt,,/1 I.~ . . ,, 6....,,,., ~"' '"·· "·, . ' ---,.,,_ ·._ __,.,..-fxlsling i:4'1/ YC. sewer f-o be relocafecl N 12, 38/. IS-, 'Al 178. S3& " . • IE:Jr4S. 38 B.C. /:'R.5 R= -,,oo c, I 'I 1J" 27 19 16 T: 97, 22 L = 190. 7-'fl L:J.LJ.-.e ' " .. /0-//"1-,,. ,,.._ ~~ ,, i.;; -.~......--<.e..~,.,.-..a.:'""'"'-- ) NO AS Bl.JILT CIIAAJ6cS BRIDGE DEPARTMENT DESIGN SECTION Section Supervltor DESIGN ., 'iVJ~ Jl,om1l-l-an s- ST ATE OF" CALIFORNIA DEPARTMENT OF" PUBLIC WORKS DIVISION OF" HIGHWAYS BUENA VISTA CREEK TOTAL SHEETS I \ I I I t-l 6 8otiom of' -footing e!evotiions shown -thus: c,:J........ Pile spacing not shown. See '' Abutment ( Pier Details" sheet. Dr;AWN '"---------------------1 '"- CON1'0URS CHECKED ll: ,--t ' VH:IfIEil IN FIELD D,~TE 3 -11 -~.,,, -2G-t;,,4-1----1-_--=~~==.!.c.....~---FOUNDATION PLAN I() DETAILS 1, Date: 3-S-64-Dy: _J_, ta.~ Si ib e Is _lly H-R M~rl sec, j_ 6~8-13 ctn It($;'() Ir 1--Q-UA_N_TI_TI_Es-+•-· .::.!3.:..o::.b___c<J.::....::...o .:.." S:..:S..::D.:..:'"'---1---:;-,. -,--,,--,--------,----...------------lao \,_ _ ---•'--------•···-------------,.--------------------------..---------------------------... -------------c■•tt•'•'■/r■-A':iiioiii6iiieiiiin..,Aliii,iii"■"•i---•'•'/.•-,,;iil~ .. Sfc111AL!E~!!!'l!=~2~0!!!'!..-BlflR111D(;iiiE■S■7■C-■1 7■9--F1iiLE■f-.~~;,.;_.i.;DR;A;;W;;;1N,;.G.-.;5;,;7,•·r-;.;f~7.•9;..;2.;;·_ \ PR!LIMINARY DRAWING No. Disregard prints bearing earlier ·revision dates \L_,_~-----'--- I I i I ' I I ---__ ,,_., -----~--~--~---··-··--· --··--- I I I 1 11 i I I I I I I i1 I • ! I I ' i i ' I ' I ! I ! I ' ~ I ' i I, I I 11' I I ii I I I • ' " I ' I ' 1 Ii I 'ii' I II I I I' I I 11 , I !i ' I I, Ii ' ' I I ! ' --~---·--~--~f~·-i-'1T'--I I , ' I I I I I 1 I I 1 I , 1 ' , j ,11 I ' ' ,, ! ' I ''' ' : I I 1 I ljl I\ I• I 'I I I I' I ! I I I I I I . 'I: 'I 1 ' ! i I I . • I I i I 11 I ' I I · , I I I I' i' I' •, I ' Ii ' . !I I i I ! I! I ! , ,' I• I , ii ,; ' ' . , I, !I . I I " I ' , /I ' ' ' ! I i Ii 1 I i I I I I I I ' I I - I I 11 ! I ' iJ II ----")f.4" '_ --__ --.3.--... ~.---.. •· ----., , .. " ·-··'---"' ·---···- ~l?S/27+'68.8'3@ A but I rRSIZ.8+.+8.89 @Al::iv+.3 '-7-r-------., I--:-----_--• ;- ---. II L+ '; 11·-.1 1 1··•-A1-. -----7 r------~, r-------7 I I I I . 1 I JI I. 1 I I; . I, I ' I I . I I 1·/, ,, 1/ I I I /· , I I ' 'i C ,1 ") ' ·t· I I I ABWTMENT PL AN ·'""-" I N 16 "' I -o ; I I ABUTMENT ELEVATION 16 '-o" (T.!Jp) 8 -~ I ~-1.9'/l'ftr' 1 -. ,, ~1@18" Out.side f'acEP ,J . I WINGWALL ' I I I I I 1,11 I I !,,i .! ' I ' I I ,! i I I ,11 I I i ,I B .,;, 7--~ if :;f11 ---Inside f'ace ELEVATION I 11 ! I 1_, I i j ! I ' ; I ,, I I ' I !i I :i ii I I I I I I . I ' I I ' . ,, I 'I _I , 1 I .. ,x'o· .. £ AbiJf. ·-------·--•~---· ·-- I I I li,1 I I ! I, ) I i ' I ' 'i I 'I ' : 11, I, .. I': I I ', rl I I' I I I I I I i I _...QBTUSE CORNER ' DETAIL I 1, I I I '' ' ' • I, . I I , " ·_ #,f {_4,~D-·@773-"·· # + (I!)_ l 8 ACUTE CORNER DETAIL 2~6 • <3' 1:3• *6,fot.1 j SECTION • SECTION 11 • j i' I Ii ' :It---.. -•-6,, -tot. 1- f A b1.Jt. / A-A 8-8 WO I I . , I ,' , ,I 11 I i ' , I ! ! II I DIST. COUNTY ROUTE SECTION ~_HT TOTAL II SD . '.7,!J ..... , /./ /2.J /P.;> /// /2/~& ■al&H DIGINIIR REGl&TllllD CIVIL ENGIINIIR NO. 111111 .. ,. .. , ... J3/' J; l.fll" . I BENT· PLAN' • ~ /FR51.7?T~ . I l I ' ' ' ' ' ' ! --I I," ' I !· ' .. i I i ,. . ' ' ' ' • I ! i ' ~ ~'-• --~'tllv.0 .. 1 15~)5' ~rr--!If>• ·'• i ~-½i~'·· BEN'f ELEVATION >r; ~::, •'••'l, ., ,~ .... ••,~;:•,),.,~ .. w"-••=••-A••••••~"""'->fl.T"~~/J.:I:'<'·~ '-4 •-• I 1 1 I _:.fl£_ Conf. "\.IX------ -to-t. 4- SECTION c-c BRIDGE DEPARTMENT 5 DESIGN SECTION Section 0.... n Supervlaor~_c AS BUILT CORRE;CTtONS SY dit, t'4c;1J%ger • B.air.' CCNl~ACT t-.10,. /L~.~9,;,4 DATE 9-:8·1ef, ~ STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBL.IC W01'K9 DIVISION OP' HIGHWAYS DS:SIGN ., 9UENA VISTA CREEK BRIDGE (PRELIMINARY STAGE ONLY) Disregard print, bearing earlier revlllon dallll I . I I i· I I ' I . I 11 I I I, I I ii 11 I ' , I i I I I ' ;I'-I 'I I, I 'I I! I i ,, ' . II , I I II ! ' I 1 , ! I; ! !;" I II ' \; ' I ' I 11 i ' 1 1 I ' ' , I ~- 2.i ,_! ~i OJt: "\: ',', -' ~· <b ,, ti @, Ill ~ Li ~ Q_ vj n' ,, 0 ,,, .... --.,.,.,_ --.,. ·+· ., . -:For':ra'fftn9 de.ta !15 see Bar.ifi!.r Cftallin~-shee+s ,,,5 . -@ I I ---·=5~ ® II ·-. . d 5 7,;c~',,.. 0f' // ,--,..A -::+Z7• .. :. I-#5 ... ' • I 7ot .. ~.5 per bay •B Cunt .__,..A 1 ' ,,.,.;:..;.-::p· dg'e':''cff.'f:fte c-k I • + +-, ++ + 1--+l+l-+1 + £ Girders I . J ., : ~ ·,r.JT7p.J I ... '"-:~·i-·11 11 , I I ' ' I, I I I'll !:' 1' ;'I , I I ' ' i i : i I @ 24 I,; ' I ' I ' I I, , '1/, ':Ii I ' I ' , i I . ! 20 TY PICA L .SE CT IO N ' \ 14 \ 20 f. Bent 2--., I I I I I ' ' . IE, I I ' ' I I : i ' I I ! I I '.I .' I ,1 I , I I I "I I I ' ,I i' : 1 ' I 'I' I i I II · I i : ' ! : l.t ~ ZN.I ' ' ---------- 20 \ \ PLAN • 1 , ' I ' .,, I ' ' i ' I'' Ii I :.14 f .. ~~----.. - @24 I I I I !lj I I ji ' ' I 11 'i ,, I I , I ' 1:' 'I .. I h A· I.Lt ,.;1-..._, -- I • I I I 11, i 1 I ,, I ' ' ' ,, ' ' f "Drip 3ro o ve.. AS BUILT (:ORfH:(T1QNS BY8/t,.'Jt.grp£i.a~r 13.0.',l? CONTf~AC'f: ~{O, lf-01/t}Q.3!/-..,...~., DATE--~-~..::.4.:<o(R •-"",=· ....,_ Comberfine • Pi'&l"lle'''llne l I ~ 'Ci {1 ~ 0 'no, ROAD STATR fl', A. PllCUIICT NO, •HHT ONTOT■:11. , 1-!'.!Dl.:.:_Y,;:!NO::.,_, -J---J------1-...,;N;;::o.:....j,=""-1 I \.M ;;-, l• 7 CALIF. DIST, CIOUNH Roun: 11 SD / ;77,,. j --:g-E· -...,..... • • ··h ii ' ' ' ' • I' • fl ~-, I I J I I I -• w • I I" I SECTION A-A 14- FLARE DIAGRAM No Scole • ' • ' 'IH <\j <"\j ~ <::.), <::) C) kl ~ ' . (j ~ i::: "' r.:;i ~ 't:; ¼ •• ~ !t; b (l tj ' i ~' _i-0. ' ct A. * ' ~ VJ 1./"j ''•t-"1'<1--' ' '<:.J '' "'>IJ ~'} 'l",1 :'fid'f-:itr Bi.~rtng ~f ·rits'ufment.s · and bent s .36 ° 05' 1;;,"E l I I I I I I '11 ! .i ' ' ' ' ' I ' ' ' ,, I I BRIDGE DEPARTMENT DESIGN SECTION Sedlon (},,, (b I& 1 ,1j7 Supervisor~ , · LI ~ 5 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS BUENA VISTA CREEK BRIDGE TYPICAL SECTION & GIRDER LAYOUT oUANTITIES ., Bo/; Jo,,.sson .. .,, ..... , c,., .. , tf .fot-en I, !:f »J ...... '¼-1 SCALE As shown BRUlGE 5 ?C-:-179 .. FILE DRAWING 57C!7!J4 Dlsregard prints bearing earlier revlsilon dates 111 i I I I ' ' , I ' '' " I i' I I ; I' I I ' I ' I I I PREi liiflNARY DRAWING No. p. ii I ' ' ' ' REVISION DATES I I .I I ' I ' I I ______________________________ ..,.... _______________________ ____. __ ............... ~',--~ I I -----. DIST., COUNTY ROUTE SECTION IHUT TOTU, •..•.. l \ SD 78 /.I /.L,J /OS-/II 'l. A bu-f: I f. Abut 3 .... ........ 41 o/ , ,: /.96,r /2 ·--12~------ ----~~/2_..:..,,,, _____________ ....,_ _____ -==--L------------- _.__ _______ ~-=_j~...::-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=======================::-:======-====--========~~s;;:.::.::::.::::::::::::.::::::::-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:-::-:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_::=---=--=--=--=--=--=--=--=--=--=--=--=--=.-:i.; ....... 70 \ I I I i ; i [I 1· : I ' , I i 'I -·· -.,-,,-··~··· I i I I I . I ! i I I I i ! ! I; TOP REINFORCEMENT C onflnubus 7. 13 --JO ,BOTTOM REINFORCEMENT _ No 5 c-ale All 7'(!-/tJforcin-9 #7; ohl~S$ noted ott,ervvt.se. Numbers .af e,nd$ of/::; Qrs indtccrte-.s dl$f?lnce . ln. feef from f pier for top r~/n-forceme-nt or f'rorn £ span -------for bo-f-forn rein f'orcement. 100 lhdica-fe.s bundled bars. ; r ' i 1) ' ! ! ' ,I I i I, i I ' 'I 'I ' 11 d I \ WO ' I ' I • AS BUILT CORRECTIONS BY A.~. (/:<15<2tiojtf![ t'-IJ/!. CONTRACT NO, 11-0,;09.;34 -• DATE 10 -10-1o~ _ -NO AS l3VllT °tNANG£S BRIDGE DEPARTMENT DESIGN SECTION 5 Section · · Supervisor STATE OF CALIFOFl:NJA HIGHWAY TRANSPORTATION AGl!NCY Dl!PARTME!:NT OFI' PU■LIC WORKS DIVISION 01" HIGHWAYS 1--------------';.;_=c..-'-"'~-"-'-'-=---------------11, DESIGN Disregard prints bearing earller revision dateJ BUENA VISTA CREEK BRIDGE GIRDER REINFORCEMENT 1 I 1 _1 I I j I 'i: I, DRAWING 5 ?C/7.9-5 NO. SHEET (PRELIMINARY STAGE ONLY) o, -, __ j i ' I ..,,tiell • 11-loO / • • N -.ct' 1,ICTIN i\ '\IN,w,n, -ne• •~ "-I;, ..... ~ e rhr lfeN,t,on, "I• t1 •(o0 a.1 .......... t"' c..~. I ;.., ~e.+c.,1 l·I .. .,. ... _ '-1# nolt1 in 'iJ.hll H" v~..I ,,,,_, ,,.In , ~rl( ?,,/,/,-,,/ ',Vlf # ,' ~-f',r~/,(?n ,I-,# ! o-/,11/ .l·J. ,1tJ-,;-(t,I .Ti/ ,;;i,/,,,,c,r ,4. A ,,;._.., ,..,..,..,.,.. diJ.,,1.,,. ., t,,.._._. "·"• ..JI-./ ll-l,-6/ ?eiele,I .sl~ ,..,f ,;., I.J,rit'r R,.,I,nr •z,1.,, .rrf :t,t1,d f°•ll•a• ,-.,i-r.1/'rucfur• plat: "!9 () 1t1qn>M d#f, ., 11,/-, H/,w ,,7;,, Jf"J I i t>.1,1,ti e,,,,,. v ,;, 's..,1.a1 ~K. : ..,,.i,,;,, I" def' '" I i..1r..1 ,., . ...,·. i "'-' r, lie bo,t ,,.,.,,,1 "'4olwhd St,ot,,,_.,,.c . J,,,l<IC .;, I,/, c K ~ · C. -'/t!f • •-. {,.,,,,... ri,,,,I a-, ..... ) . .Jf".J I'·/ .. D•lt1~d 0,,lotl.l-21 ,,, t1 I I 0,,,1c..s-, ,..V : ,,_h ,1> O.l.it J.4 I /"l,J. ,,,,_ ~-1,t I CJc/-t1,/ ./ • / .) £/ ,' i ,f~.,•., Ft.r, 0.,....,. ,:,.1-.11: a... .,...,. ,.. s •• 1-.,-(hc,/1( ./{ P/Uw,/ 7/u/•¥JTJ J,,,,,,.1/ ,..;,;i#U!I,, f i-, su,,.r,:1Jr1.4c/.urc Pla<0,n,.1 D,Q,gro,,n 1, -_,,.J i tw,10 bwr: •t,tlWIILI< .Jo,w I ~ 11,ou,t \111. J.,.,., t1 llU, EJI ' ' h ~•I .i : . ..-ti it 'li : • I i .. ~ I I X ~ ,_} 0 , I '-~--, ---· J ••• _ ----· ' ' , I,"', .. 'I ,' I, , I .I . ',,1,-/' ' 1 • Reinforcement ·confi1ttJous thru joint. Const. jt. normo/ to diaphragm. I I S 0 78 pi'-6" ,"8 x6!0-#I, lotol 4. Ploc• against stirrups. I Const. jt. in slab porol/11/ to rein! " ' • -....._ .... -" . J ¾" key -,,_,... .... .. .... ..... ".. , .... _, .. . '\. . _; .. ~~ ~- . . --,..-----:-_ ·_;:::::..:. . .. .. . . ... --·c . •:...=~ -. ---· . . ----·-· . -\ J:. J / ~ ~ -It / 'Ct ~ . " t . \ / ~ J • /4.."../ -'01 ~ ~ ~ ' ' . . ~ •• I orirontal bars 0.2 Spon ltlflglh to l b•nt .. . .. ,, . Stop h "s cont. • • SH Del. J-20 4-119x5~0" tot. 16, 11(/ua/ly spaced. Const. JI. normal to cap. See Dt1tail J-22 --- ,--,,L.....__ ' / Keys 12"± x l'h" ovt1r. -50% of oreo . 2•1rom d1ogonol bars . For ophonol locaflon, St1t1 Placing Dlagrom." --.--stop key 3" from Rt1inforcemt1nl continuous 1-----,~-------1...-====.::l exposed surfaces. Const. .Jt Sftlm ...---..,..i Sile Detail J-20 DETAIL J-20 Slob ¾" key DETAIL J-22 ----Straight surface joint Diaphragm verflcol 1 c;;Je':7!_a~ to dee! ·f l..---,r---::,,.c..., ____ ......:"-<--.....-r----!----t I i Reinforcement continuous J. thru Joint. , .ti 11:' II I II ',.J ,.J •'-i 4-8 x.., -0 tot. 8 ,or 18 or w1u'er u1op11rogms at m,d height of diaphragm. No additional reinf reqcl for tlunner diaphragms. • : ¾" __, I I I ~~~:....,&~•••~•••••'D CN·~ 1• ...... UGllll- 0.'f ,-.. .dtqY ·l d!'f Const joint " thru joint. ___ _ BENT CAP LONGITUDINAL DIAPHRAGMS TRANSVERSE GIRDER CONSTRUCTION JOINTS CONSTRUCT/ON JOINTS DETAIL J-3 DETAIL J-4 [ I \. Bend to clear ' Rein/ ot hinge. L·I "' l=i. ~ / / 2-'h Cont. I ' 11 )~ I ,, v 2-~, Cont ( OS required, , (See "'lypicol Sec,tion ) : l-2 • I I GIRDER WEB REINFORCEMENT DETAIL J -3 -.. L-3 __ lwl 8 !Fl denoiJ girder width in inches. ' l.-S f Brg. ' -f Where the increase in stem width due to flare at the support is nof more than 21/2" on a side, the stirrt1ps may all btJ o constant width. In this case the stirrup width shall be determined by the m,n,mum stem width, and the clearance from face of concrete to stirrup wil I vary throughout the flare. 4" Fillets in acute ......_ corners ,; skew is "' , " 20° or morB. . " t r. W r, "2" w 2 ~-~--~ '," ---+----t----· -· _ ____:..,____.,__f G,rder 1----..... ------...,...., I '\-.,. C.form /v4• min. ____ .,_.'"'' r ··--j -i/4" Edger f._,n_,_sh ___ ...-- 1/8" Strip. Width of strip to-I ~..---form on approx. half-circle and provide for l/2 • depth of sealant. '----1/8• min. shelf Exp. JI. filler DETAIL L·I ~ ~ ~ 8 c:: ' (:) ... , 1-~~ " ,:, ~ " I() lb v, • Woterstop to have 5 or more poirs of raised ribs to provide a I sq. in.min. rib cross-section ar,o on ,och half of the waters top. Height of r1bf to be -½.?" min. Abut No. I Abut. No. I A but. M,. I Span No. I Span /Vo. I Abut No. 2 I T "'' Span No 2 Bent .Vo 2 Abut Na3 Sp.1n NJ. 2 Ber.t No 2 Abut No 3 t I · INTERMEDIATE DIAPHRAGM SECTION DETAIL 0-1 DETAIL J·20 DETAIL J-22 DECK SLAB LONGITUDINAL CONSTRUCTION JOINTS Note: Longitudinal construction joints in slob, if requirt1d, are to be located at edge of traffic lanes except as approved by the Engint1•r. Tempered hardboard --..J smooth side down over 1/2 11 untreated insulating board -··+-- DETAIL M-1 Slob · Const. joint. ?.~ 3,,11• Drip groov, PART SECTION EXTERIOR GIRDER O~foil W~I ,,, . ....I I-I" clear SECTION C-C --- +- Wafers/op al deck expansion joint. Bend info roil,nq on low Side only .---------· DECK AND SIDEWALK JOINTS DETAIL C-1 2 min~ e._m_bed. l/8 • min. thickness I t 1/2.min. l: .,, ---i~---r rrrl bet;een t, ex~ JI , ~ Numbers (I) and (2) 1ndicote sequence of placing girder stem concrete (2) may be pkx:ed simultaneously with (I) wher. approved by the Engineer, and provided that the (/) • 3 bar---.. , er al ~-e~~ ~P-i NAILING STRIP: •~I 1• ~~\ .J Holes will be permitted in IM outer ~" Nail or staple to form" , _ ~I<..~ •3 ~I of the web for wire, rings etc. Tte web to• 3 or expansion Joint filler. bar ~ rt1inforc1ng bars of 12• max. intervals to support the woterstop ,n proper position DETAIL W·I during concrete placement. Alternative -detail may ~ submilfed for approval of SEALED DECK JOINT f/Je Engin,er · ' I I I I :i I ! I i ! ii ' I ' I !1 I !'I ! : 1: i' I sect,ons ore placed in adjoining spans. , ·· Top slob concrete (3) may be placed separately from (l) ond (2). (3) may be ,AS BU'.JLT CORRECTIONS BYAL K0rpfini:,e_r B.D.R CONTRACT NO. 1 l ·,Q40934 , p/oce.1 confinuovsly or in parts os approved by the Engineer. · .. T= 1/5 spon length • DATE 10·10·6@ , NO AS BUILT CHAI-JGES U= 1/4 span length For any deviation from f/le obcve ~he confroctor stio/1 suc.r,,t a diagram to 1114 Engineer. BUENA VISTA CREEK BRIDGE STANDARD DETAILS NO. I (T-BEAM l MIOIK 51C· 11'3 "° ' POST liil'LI: ---...,..., ~~~,.,, 61C 179· 7 ~fVI"' <'-.i ')ATES (Pllt ll .. lllfAi:tY , L • DI J • ,....,g .... _..,.,....... ' , ____ ,. --~----··L._J_J __ L j .·. ·J ... I I 11 I I' I ' Ii I I I I: ' i ! I , i I ' 'I ! ! '1' ; ' ! I I ,&,: Nol,,. ir, "Typ• I Ring. Llev.' o<eloil .. M>,r111•d up ~c~,,., r"'' ,Prunf' ~-,, 9lMlrtlih . 8·/·• .rr.r ,, • ~lt!ll'<I S!§ttofure : Slock. ,,,,.,, /:ed. ,. ·• lli!ood tSlocJ: ~ ··. 1$0.,z1,,. s,,: b ,;,, "t"~r r1rhl · ltt1nd c,,, "" ,._ 1?...- r, i 1, bloce ;,, • '/ow.,-rtgl,r Corner, .rr..1 8-1·63 t'MII§'"' ;,, "l!ff'~ I Ro;;,,,f £k,;, lv,.oe ,Z _ f_ 1Jlpe s Rlnr, $kl( ' . 7ifp,co/ C'vrh , R,,,1/ $'eel-ton {T,!;IM I IA Z -,,) I / I ,I "--"'.,t, I I-If-, • .,; rJ ! , , A#,Q" "Excepl-,._,. · Nofe.411 .4 d-At 1 j-, "o/,'¥ .!S° ~-A..;, .. ll -.1,: ,.!'; -..IT✓ .: ! ' :i ·, /"-'•<fl .,..,, et1n-l Ills . · 11> ;>ypc I Rln9. -' . ,::1.,~~ /!-,I; s .. 11 ' ' · Ns ec,,;. ,,Ir.) l-'-o ' -bU\ •,~All. lC" J ., Im 1.4-,Js '. i t i ' Length for payment _..------i'Q #5J @9" See Typ. Sec/ SECTION A-A TYPE I -RAILING ELEVATION Edge of deck 1'-0" f ~ ~-Expansion jt. ~-. 1 fill.er (l80psi) Top of df!cl<::7::::=-}2~I--"·._-.:::E-=---~J1---.... Edge of deck /NTERME()IATE JOINT 1'-0" 8" 2'-0" DETAIL X Length for payment ' 2 1-6 11 SECTION C-C ------------- 2'-0" . ..,.,,"•·, ,, . .._,: ~ -•' 0 ., ,I,, '-'-!'6" m, c,,am,er ,or -,-D .... IS"".,..,-C...,OU __ NT __ Y -.--R-OU_T_E -.-P-OST--MIL-ES--T-OT-AL-PROJ--E-CT'T'"""•!:!""'•T-,...,!.~""'-"·--•· @ electrolier, edger finish II I ?.J . ~ IO I o" -,max. ~,., y om••-n ,J/A,1--i.-1f6..._..{ __ I 1'-0" 7" 7" 1'-0" Electro/ier "--fF-1-Uj'-~ : , /' cl , anchor bolts. f e/ec trolier -~. ,;" l.i . and roiling base ~---1 /j I side of pull box. ' ,, ' ft / \ ,-:.1 ~ ,i total 4 @ pull box. .1 · ' • I \. _y'' #. ,-::,i ~~ ( -~ ~ ~---11-.i~ ., 'S ~ x 4:..n~ .-"'~ -, , ~r• t-------------~ --------~~~ ti ,..J --'-total 4 .-,1 9"/ '-I+--·-r----.....-i-----+1-~--1 :: 1---11---~'~/--l--+-+--1+---+-+-+--+-+-ll--l..,,.,.!1 11 ":-. I~ .... ,. / I L1 7 .. .,: T -T / / ~1=;· 1::::#='4=/ ~~=l==l==t=ly!::::t:f!!,,J===l==l==l==l===l=ll===l*I =!!' 1:1==:::l"=l!l.=M==!:::;z!,r~ I I o /"-r:.:. =::. / ,, ., j I I 1 ~ / __.___._ ___ \ __ .__, ... _ i,;,.~-.,.._._'-t..➔.. _..,.,_ """"4.,,. __ .;-,,_ •• ,-,t. -:-: •••• i+.,+.,... __ 1r.,:-..._.::t~ -~·-""'·--t,:--._t,.:-".'.' •• T'l,~--~---~··:-:-=---.. ~---.,..· -~-.... i..d ·z,····; •4_ ••. , .... " :: I 1':, Ii: .,l_ ,,,. •, ·• "'• •, " • • • •,,.• •• 1t ·• • • • • • • • • • _, • • I • • • • , .• ' • -5.,.2u,_6-A ~41h-". :~,-· ·. · ·· · .·. -~·.-,-,. · :.;:: ·· -.·;.·: · .• ,-: ·;--·. ,_..,,.· :···. · ·,: ... , __ ,l·:· :~.-'-;'~:' rr ~, Tif:: .t.·.::,1·,~ .• -•·•••,•· • ... ~ .. • ......... • •..•.•... ,, ·-•~•.::.,••7~f-' . .;_;·•c....:.l:•'?~·-•...:·•:.i--7t--r Total 5 each side 3 -o--min. • "' /\.Pu~!/ box -7yp~ 2 / of joint. .. #5~ tot. 9 / Exp. jt. ltl/er (180 p.s.i} 2-#5--✓--"'-X 4'-0" See Notes H, C and 2-•5 _.1 x 4'-0" ./ DETAIL X. . l~it~t , SECTION O-/J 1151 @ 9" see typ1col section ... TYPES 2 a 5 RAILING ELEVATION l'-o" 8" 5 1-0: except as noted 5'-0" min. 8" -+------+------· ----~ ,: I" chamfer. ""-+-~-' -#4 cont. tot. 5 -' ..... .,,,,, ..... ~ -~ ..., ~ -~--~rl~~~--~~~o-~---+~~ Q:) 1--!f-.:!!#477_ @ /8 1-1 'I \,,. ~h~=~~ ~ ") -~ ~ ~ lj.,...~ --r-.-4 .... -~~u-;-_c_o_11s_1._. ;_v_in_, __ ,_~..i. ~ lt):.1.-1-,,«-_ i;-.... ---utter grade #4 ..... 1'-2"@ 18 ~,, '11 5 Cont. 6~" . 115 l.· @ 9" to be in place before deck concrete is placed. Contractor may submit alternative detail or method of placing dowels for Qpproval. TYPE I cone. 1.39 cu. ft/ !in. ft. Reinf. 10. I lbs/ /in. ft '-...Gutter grade ~ 5~ @ 9" #4 X !'-2"@ /8 -~ ,. I ..... 1 • NOTE· Types IA, 2A 'Ond 5A ore Simi/or t, Types I, 2 rmr/''~, ,xespl fM noted ... TYPE IA Cone. 1.39 cu. ft./ !in. ft. Reinf. 9.5 lbs./ !in. ft. TYPE 2 Cone. 3. 43 cu. It./ /in. ft. Reinf. 15.8 lbs./ /in. ft. 10" ~ 71. @/8 • C"\~ -4.-...J~~b-~-~ #5@ 9" #4 X /1-211 @ TYPE 2A 18 11 Cone. 4.30 cu. ft./ /in. ft. Reinf 16.6 /bs.//in. ft. Gutter grade #4 cont.·. tot. 4 Edge of deck. #4x 1'-2"@ /Bl TYPE 5 Const. joint #5 ~-@) /8'' #5n":.-@1a" #4 cohf. @18. Permissible· ~ cons!. joint 1#5@ 9" #4 X !'-2_"@ /8 11, TYPE 5A Gutter gradll 'I' .I/ti', I Cone. 6.13 cu. ft. //in. ft.}-For 51,;.o" width Reinf. 18.7 /bs.//in. ft. and 11'2% deck cross slope. -{ Cone. 6. 51 cu. ft. //in. ft. Reinf. 19. 5 lbs./ /in. ft. ' ' ' I I I 3/411 x 8" bolf--t~: : with hex. nut and .il, washer. (all qolv.J V"f parapet I 3" 23/4" r-.,....i'~ ,,~ I ... 1 ---+--IW/" X !'-o" bolt with I I , , hex. nut and washer. • ... I I i : ( all galv. } a.:b RAIL POST ANCHOR BOLT OE.TAILS i I . , ' . • ,: ,I TYPICAL ·cuRS ANO NOTES A. Roiling shall conmrm ID fhsort1tical and vt/rticol alignment. · horizontal B. Posts shall be normal lo roiling. C. Curb and .wDII joints to be located of all deck Joints, at f piers or bents ond of uniform spacing ( 40' max. } • Joint · size to be' v2" min. and . incraased to match widfl/ of actual tMck opening •. ·-~-------~-•---'-·"'-•---- i I ,I I I ' ! I i I 1 1 ·1· 1 i · Iii · I 1 •• I ' I ' II 'I . . ' I , i11 1 · .·· .1, ., , I, 11 /J. £. F RAIL SECTIONS Construct 3" deep x 12" wide overflow scupper 2"' above deck at low points in grade. Dimension will vary with cross-slope of deck. Utllls are to be backfilled before ro1/1ng is placed. G. C/6/0ronce to reinforcing ·steel in curb and railing to be I~ Longitudinal reinforcement to stop at all joiints in railing. H. As an alternative on open joint may be used in Type I and Type 2 railings. See DETAIL X for placement ()f joint. w.o . i I I I • I I ' I , ,I I 1· 1 I ' ' I I ! 'I, i I I . I i I I 1_ I• I I I ! I AS BUILT CORRECTIONS BYA.~. Korpfln9e~ 8.D. R CONTRA.CT NO. H-040934 . • C..\TE 10 .;: IQ ~ GG ·_ J\.lO AS BUILT CHANGES l)W~i~-, ~ .---------------~------w STATE of cAL1FoRN1A FIie , 9/64 HIGHWAY TRANSPORTATION AGENCY X$•9-63 j DEPARTMENT OF P~8LIC WORl<S ~ I , DIVISION OF HIGHWAYS \.., -------------------------- BUENA VISTA CREEK BRI.DGE . BARRIER RAILING SHEET 1---·. NO. 57C-179 POST MILE ..,,,,'9'tl. l>irn, ,11 Sl!t:. ,I-£ ~; ,',, I ;<: "'-•~~ l,•/-·Jl,•1'11:>·P. ~·r.1 . ,,,,_,_,, ' f.""' NDl-11.s, M111.JU- (£,;1if ~ £'e,~ 7iik ldkK · r ~ .e/-~t!.. : ~1.,c,i, I?et.lu [ .f,.11;,,a 1v111 • ti/llC,,/C.- ,; l5/4t,I(. (11,,,/~ ' :t;,, .,et._Jie" . .JO /11. j / ; ! I , :, I. - ! ' ~.,-. 'f.,.;.._ . ') ,· .. ,,. '1 ~1 i·J-, .. •/' . ,~ I"':-"''' ' ,--. ·, ! .,, II I I I ·t/. parapet r 1 l/4"(Ate.x, . '!. in'deck rod / shall be increased to some size.) 2 1-5 3/J 111 4¥2" 4" . 14-'-...._.,...... _ _!_~_...._.,:-1-----'----'---"'1 lj.vs" ,, ~~~=-"J::';:=;::;:===:::_=: ~::--~~~=~~::i~~ I I I I I r----+-----------, l I I I I I I I 1 ! ! j L ! II I I ,: ' fl I I " -------➔~ ----r.~----.--.-...ra..: 5 11 I. 0. Pipe - Thickness= 346 11 ---J k611 r ~,___... "4~16 11 /.0 x0~/0 11 pipe sleeve. Thickness"' 1/4 ". --~-----,.------~,,=-:~~ , , i------------t+----- I I I I I /r .. I II I I I I I d I I I I I I II I I I II I I I . I I I• ,,, II I I r ·.. 1 I I ~ . I I . I ,-----------+-I---------- Bock of web on t parapet. __ .,.. '46"r 6 II -- 10611 dio.hole. 5 1110. pipe- Thickness = :1/t61 I ' ¼" I '2 11(. 1--~ 2•.;J . ~- J , ....... -- 1 B .··• \ Vertical , ¼''r 1Hl---.J,..\r--......_: ~ ~, ~ ~ ~ . • I, ,' ~ 4i_,..,,, ,ii ~ ~ .,c; 4 ff" .. , FRONT VIEW SECTION A-A DOUBLE RAIL POST 4 '!/s "dio. ------r:-.. -- I ':,; -"' I I , r-·, • • ~ I I ' ~ ,, /. I I ..... ,,.. ~ ... ~--· ..... "1 ~~~ ,,.. ' :::.. !J,Jj~o \-' 2tf32." ;;,,:; J Orive fit. /Y4 11r 9" .I SECTION 8-8 • ,,, / I I ti I 11.J 4 n," tfla. 4 ij611I.O.xO~/Opipe sleeve. Thickness = 1/4 11 --..... J / £ roil post ---z..i ' I I I I FRONT VIEW --____ ..... ----------- '' ,,,:· wrec•!i::, ,, 1/2"r -1-++.--11.,"" lr'./',W., IV/6" dio.hole , '4 ~"r ,, i-,,...__,,6,_"~h!.!!6,_11 _,_ ___ __,J' ¾" 1 SECTION 0-0 SINGLE RAIL POST . . 01ST COUNT'f ~OUTt II s r) 8 o,,. ,.,.o.,.-Aiay_ ,.J, _ _j(j fl£_--.-.-·• \ . 5/is ,, REAR VIEW Blend into boss oreo. Thickness O$ requited.' ~ ~ I:() ' REAR VIEW'; SECTION G-G 1/2"=!1 345"of 'double roil post. I Va" dio. hole in ---- pipe sleeve. I Vs"xt!fa's11 slolted --- hole in pipe. I , -~ ... - I, ~ "it- ~ ~ ~4" "it- g" SECTION C-C I ½ II ,,,/" 8 u/0.--T"-..... " ~ ~ ...... ~ ~ C\J ~ ...... 21/411 ~'-!If " .~ " ~ ~ <\, ~ t¾ 11 slotted hole. .. ~. 8 11 ~8 11 . ' < ,. ~ ! . . ' _.,__, '-/--• ·. -: l . "- / ..... ,, .,.. 1 .. 9" .I ] ! .. ¼",_.·· . II _I ' 9 ' - , • ·, • • SECTION E-E SHIM DETAIL 1/4 II = I '-0 II C _(,., ~: . I. At the option of the contractor, material for the roding shall be ferrous o,. aluminous. Details ore shown for aluminum pipe roil. Steel pipe rail sho // be 5//611fhick with 5 11 I. D.. Rail post dimensions shall be revised as necessary to fit the sleet· pipe. · All pipe sleeves shall have a thickness of ~4 •: 2. For roiling on a horizontal curve of radius less than 150: Ille pipe roil and sleeves $hall be benl to fit the curve. ~, I , ~ < .. ., .. ---~ ' I \ AS BUILT '21/4 II X p U,". washer. _v \ '-111,}•1,011, 23/411/ong,nex ht:lt ond washer.·,_: , C0RREOl0NS · S'fAJ., Ka.cefin9er B.D.R . .. . '.I' C0NTRACT'N0. 11-040934 . r -. 12/63 BUENA STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF uHWAYS XS-9-71 VISTA CREEK I BRIDGE··. J • I I • ,I .. .. I I . ,,,., I "! NI ':21 \(),: ' / .. ] ('I) 'i I I ' • lfAIL CONNECTION BARRlE~ RAILING SHEET 2 i ~ I RAIL CAP . l ...,,,,i. ' ----·--'L. __ i ' I 11 ' II 'I 1 Ii I i I .1 I I i! '1 I I I I ' . !,i i i I I I ' l;I ', I I , I 'i jl. I I I '11 i I , '! ! I' I I' I, I I I Ii i II I I , Iii . I ;! I I , I I I 'II I i I '' I Ii ' I I , I '! ' ii I I I i I I ' 1 ' i ' ", I' ' I ,I I I I i' I' . I 'I ' i I , . I I ·1 ·. i 11,1 !'I ! ,' I '1 I ! 1/2"=!" ' .. I WO i I I I I I , I ,,1 I I I 1, , I i ! I I I 11 ) 11 I 1 I, I'' i ' ' I' I' I I 11; I I I 1. 11 I ' .•.. '· I I I I : I I i ! I i I I . ' I!' ' ii I I I ,' ' I I 'I ' 1111 1 I , ! i I I - DR~~ING .,5 / (? / 7 'f . 9 I I I I '' I ' ' 9H T· I I . ' i I ) • , • • • Min. Shel/ Thickness 0.1793" a 1495" !:: " ~ k) ~ ' I ' • • #5 tot. 8, extend 1'-6" into pile cop or extension, ( except 4-#6 x 3~0" dowels permitted into footings I. Precast Prestressed Concrete.---. 3 ' 6" . ox -m,n. fol 4 Precast Class Concrete. 1:4 II Precast Prestressed Concrete. *6x 3'-6" min. tot. 4 (with extension tot. 6) 11 78 # 6 tot. 4 (with extension tot. 6 J 6 x 3~0 11 dowels, tot. ( with extension tot. 6 ) P = 109,CXJO lbs. min. -#6 tot. 8 (Full length of pile) P 1 140,000 lbs. min. Octagonal or Circular Section p opt ionol.,---..... u-u v-v w-w x-x Y-Y Y-Y z-z CLASS I PILES Min. Shell Thickness 0.1?93 11 0./495" ·# 5 tot. 6, extend /1-611 Place diagonal of pile parallel to layout line of footing. -:!to . ~ ·!:: " ~ • ~ • E: x 3'-0" dowels, tot. 4 u-u .... NOTE: When "ALTERNATIVE U" is driven with mandrel, she/ I thickness may · be reduced to 0.1196." -- Cutoff line ' 11 II<o I I I ~ I I I 3/16 ?-4"max. I ~:!:::;!I ...... i::: <b ~ ~ '-~ -~ ~ .§ -r--lf--r (_j (_j Cl " ~ ~ :!::! ~ .,.,, :t 't, ~ :-:::: -.;: ::::: ~ qi ~ (I) 3/4" min. II! ---/ Alternative tip shape,3-----''----L.. at option of Contractor. 8" min into pile cop. \\, ~ ---E: v-v 11 IV- 1 I l_l V I I I 1s -~ ~ lb ..... -~ ~ ~ -~ ~ ~ ..... . Cl.: <.. - ©I c:, ' I ....... " k) @; " ....... @, w-w 11 1 11~ ll 111 ":..!. 1l1 I 1:1 1il I 1!1 I :1 I 1:1 I\\ 1 'JI ~ I 11 I 1:1 ~ I I t I I ' \,, I I ~ 1:1 I 1/I ~ 1:1 I 1:1 ~ Ill :I qj 14111 -...J 111 / I -~ ~ E: ~ I Ill I -~ C) I~ I ' I ~ I I IV) ~ min. P = 75,000 lbs. min. ~ -~ ~ " ~ ~ :!::! <.s ~ ~ 't, ~ :-:::: -.;: ~ -~ II) a ~ ~ I..) ~ ~ -~ ~ ~ ~ -~ ~ -s Ir ...... Q., - ~ t: ~ -!l! "' !b IV) ~ @, C( ~ '" ~ ~ l !b ~ C( ~ "' ----@, 'l;t- '- ~ @, t IV) @, x-x I I I "' X I ~ I I ":..!. I I I ■ I • ~t I ~ ...... Q... ..... ~ ~ ~ t (.j § ~ I;.) '-' . ' -~ i -c::· f ...... t>i ~ ~ -...J it ...... ~ I..) ~ C( __J ==.......' CLASS II PILES ~ ·' ~ <r5 Cb ~ -~ "' 11 I 111l -s ~ Jl!I! ~ Y_ ~ C( " ~ I I I q-I I I I ~~ V "' 'l;t-~ k) / Cb @, ,--~ Cl.: ~ ~ l .,.. C( . t ~ . Cb ,ii • ~ ti --~ c:: Cg, ~-' a, It;;; ~ 't; ~ a ~ <b Cb ~ ...., ct ~ " IV) ~ ~ . ,._ C( ~-" ...._ _J_ @Jr ==.......1 'l;t-..... - ' Octagonal or Circular Section, Optional. R-R *5 Wire@ 6" pitch PILE EXTENSION "R,, Permitted with Closs I Piles only AS BUILT CORRECTIONS BY A.L. Karpfinge, ~-DR CONTRACT NO. 11·0409~4 . DATE .. 10-/0-GG ' ,.IIJQ' A5 BUILT CHANGES ALTERNATIVE "u" ALTERNATIVE "v" ALTERNATIVE 11W 11 ALTERNATIVE '~" ALTERNATIVE "y" ALTERNATIVE ''z" PILE NOTES Alfernatives"W" 8 "y" may be driven full length or may be extended. All exposed plies or pile extensions shall be consistont in cross-section throughout the project. Alternotives"x" 8 "y" ( Precast Prestressed) P = Prestressing Force ( ofter losses) Concrete stress, f'c = 6,000 p.s.i. (All ''X"); 4,500 p.s.i ( Alt. "Y"J <!I> 28 days f'ci = .J,500 p.s.i@ transfer (3/fJ" strand) f'ci = 4,000 p.s.i. @ transfer ('l'/16" strand and 1/2" strand J Note "t ": In Alternative • Z" the *5 bars shall extend a minimum of 12' below the lowest of the f of lowing: I. Bottom of footing. 2. Top of final ground surface. 3. Top of ori, lnal round surface when lies are driven throu 'II fills. ' ' ' I. 1.1 I, I I , I Closs J Piles may be substituted for Closs n Piles. Unless indicated to the contrary all piles shall be Class I Piles. · Alternative ·x" may not extend above ground line nor be used with Pile Extension "R~ DESIGN LOADING = 45 TONS WO 10" min. dia. pipe extension moy be used at the tip when step taper is 30' or more·· in length. Minimum thickness of pipe extension= 0./?93'~ 3/64 BUENA STATE OF CALIFORNIA XS-10-17 HIGHWAY TRANSPOl'ITATl061 AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS VISTA CREEK BRIDGE CONCRETE PILE DETAILS O~AWING ,,,,-;,,,,110 ./ NO c9 /C,; / "i () SHEltT OF -.:g:·-- Disregard prints bearing earlier datet REVISION DATES I PRELIMINARY STAGE ONLY) ' I i I I I i I '' I _ __,_.,.;;_ _____ __,1 _______ __., __ _,;.. ____ _,;.. ________ _,;.. ___ _,_..,.,.,,.._,__.L.._-\--;--_._-=:-,-'----'-·--'---:-:--'-....1,..--:-'·1> ! !-;-I-,-,-,---.. -')-.-, 1-.1---. -:Ii -, -, 1,--=, --1 Ii-. J---, -. -r-=--:::::::: ; -i ~-I ' I I ' ' Ii! 11 I . I 11 I ' ; 1 I' I I I j j I ' I I I ,,i I , '· 1 , , I· I I ; 1 ,i'I i1, I ! , .I ,j ! 1 , .. 'I' I, .', ! 1, j I I I Ii' " :"',' 11' , i I I! ;I I li 1 : I I I •' i I i I 11 ' I I ·11 ,: II II I' i I: I 1' I I I I ! ' I I 1 ' ' I ' I I ' s I, I • tM/ ft,'nt1/1.1re /J/ocl;; , .!fhc-'< · · oho,,., a, -,el • .r,.. . ..flrw. Ttilt1 f!loc~ • 1.t•" _,. '.Y•,et.s...,, , ~ :Jr. If, 'f-5-e,3 \,:,.> ,.,. "Tu,.,.,,. !!'"·''' . . ,, ir-1 .· • Of'lltn del. an~ ... "''-~ ,:.,._ 1',-l / : t ' 5 &,,.111,,, . ., J. 1'. "c,,..,;. t>c.hi I· 19/111'• ~· f;/1• • · ·· flrJ ,t,;,~ . 1 ..... ~ PLAN Top of drain to be set ?-2" below roadway surface. N I II - SECTION A-A " Roadway surface. I Extend pipe I" below bottom of deck unless detailed otherwise. 6 11 63/4" 6" 1f4.N . /'>. : T" 6-'tt::---11 v 6 11 Steel pipe 10 go. Note, Drain to be galvoni2ed ofter all welding is completer/. SECTION 8-8 DRAIN DETAIL -TYPE I Cast Iron ,· Golvoniz«I""' Vnit. ' •. ' ~ ,. .C\J It) ~-I----' Scale: t½":1'-0" • ~ Y4min. ~ .:.:.:.:.:.'-N--- 20 or 3" if noted lt"Outlet. I AREA DRAIN //4" x 5/4* long brass machine screws, recessed head. - ~~........-:.~ .. ,~i• -~~ ·-~, ............... , __ , .. , ... ,-r ·-~'-··-·- Ii I i I ii I I I ! I I i I I I I Ill ) i I I ' I I ,1 I I: I I ' ' ' ' ' ' I,, ,, ' ' ' ' i' I' ! I ' ,. ', ! I I I I ,I I '! I' I ! I I I I I I I, I ! . ji I , I i I ' I ' :I ' : ! I I ' ! I ' PLAN 6 "golvani2ed steel pipe IOgo. 6" SECTION C-C 6" 11-6 11 4" I 11 I I SECTION 0-D DRAIN DETAIL -TYPE 1'8 11 FOR TYPES 2: ANO 5 BARRIER RAILINGS .. ----------------, ---1 ----·· -·--------'--c, .... --., .. _, _____________ ~------------------·- I I I 11 I I Ii I I 'I I lj i ,I ' I I ii ; ! i I ' I ' I ' 1 I I i • . 1i I' I : i . I .I I I I i ' I' I i I I I I _11 'I I I ', ! 1: '1 I . .. I ' . I ' II I I 1. .' I I 'i 'I I I' ' I I I 1-1 I ' I I ' ,, i • PLAN 5" Relocate #5 J dowels . 4" 8" (deck to roil J to clear. .-.....s.,..,_, SECTION.E·E TYPE DIST COUNTY II SD 7 . -m,n. I 4•+ . 1 'to expansion ;'o,~t in ~oil, electrolier or pull box. !'-6" 5" SECTION F-F FOR TYPE I BARRIER RAILING -~r- 11, . I. ' I !' i I I I ' ·~ l' 'ji AS BUILT COR.R'ECTIONS BYA.L,Kar_of'in,9~J' B.D.R tONT:AA.t:l' 'NO. 11-04.09..3.4 t:A:rF.~ . lOc lO,GG_ ., NO AS BUILT CHANGES ' ) File 3/64 STATE o, CALIFORNIA HIGHWAY TRANSPORTATION AGt•cv 0£1'.ARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS XS-16-60 N 2, BUENA VISTA CREEK BRIDGE to/ STANDARD. DETAILS -DRAINS t-:--------.----'--'---'-__;::..,;_-.r..EF:i---r---:t.r-1 ~· .I lll!~~GE 51C • 119 Dll~ilNG e§?{!/'J?• // t-'-'-:=--,---.z:--1 ~'•. ' ~ ' ' I I r--,-"-E Vrl S_IO_N ,o,AT_E_S ~(_;PR-=iELrl M'-"'IN-'--A'rRY_;S:;..cTA=GE,:-::;;,;Ol'l:::LYc..,.>l _-.----11 :,.~~71 --· ----' ----~----· __ ........._ ~-~-----~-··--'"--""-'-"--~~.__.L..s ... ~~ ~,