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HomeMy WebLinkAboutDWG 803-9; ; COUNTY - AGUA HEDIONDA CREEK BRIDGE ON EL CAMINO REAL, 1972; 01-12/ OOZt 6 <re I . R.C. = 0.53% PER STA. 400' V.C. {:) ~ -4i-.:)'7(-1(11 COUNTY OF S.AN DIEGO, CALIFORNIA AGUA HEDIONDA CREEK BRIDGE B V C 440+00 00 p y P n• \ To aceom on flt, d t d 'iep/.,om/JP.r ~ 1.9 7 0 ' ·,", on El Camino Real E LEV. 45.30 1 '-6" RAIL TYPE ---8 T0'-0" MAX. SPACING PROFILE GRADE 10' Q II MAX. SPACING I 5 I -0" RA.IL TYPE. B.B.1 RAIL TYPE 9-11 No Scale: 113 , 2,, RAIL TYPE 9-11 E.B.TYP~l9~ 9-11A 3" -3" _ _L9_" --H~· _.;.l_A_B_U_T_. _1 _________ 37-,--z-,,---------------Ci..-B_E_N_T_2 ________ 3_7_, __ 4_" __ .._-_____-_ _____________ Ci.._B_E_N_T_3 ---------3-7-, --2-,,----------q_-AB_U_T;_. 4--11---9-" .,,___ PAV I NG NOTCH_/ ABUT. = C) I --, APPROX. EXISTING GROUND I LINE@Q.OFBRIDGE L~ "' BENT 2 I BENT 3 ~-PROPOSED PRESENT CHANNEL EXCAVATION / / ,----------- 1 I ,,,,,,-__J ABUT. 4 PAVING NOTCH '. ·,)4 - I I SPl:!OG! l!Nt;tNE!:R CIVIL ENGINEER-LICENSE 1Sl58fl TYPE 1. FU'1RE L = 88'-t>" ,.w = 8' R = 170' T = 88. 11 ' = 0 I 00 0 0 I = 0, I " 0 I -0 I 1 1/2: 1 SLOPE TYPICAL UNDER BRIDGE & FOR CHANNEL PROTECTION 18''-b" I I 1---FACE ABUT. q_ EL CAM I NO REAL 18'-6" 7'-411 12 1 -011 I I I I I I I I I B.B. 441+t>8.42 ELEV. q,,il ~. I/ 12'-0" 12' -Q II PL AN Scale:1"" 10'-0" ELEVA Tl ON Scale: 3/1&" = 1 '-0" ~ BRIDGE 442+25.00 ELEV. 45.b~/ , ,C/T FACE R.S. 1800-1 N 66° 36' 00" W ABUT. ---j I I I I I I I I UTILITY HANGER PLATES CAST IN RAILING BOTH SIDES. SEE DETAILS ''TYPICAL SECTION I --,--& GRID GRADES" SHEET. TOTAL 24 PLATES RE Q 'D 12'-0" 12 I -0 11 I 18'-b" TYPE 1 FLARE L = 48' -cl," W= 3'-0" T = 46.39' R = 226' E.B. 442+81.58 ELEV. 45.-3+ . ~ I 18'-b" 12 1 -0 11 7'-4" APP~OVl,O_· -~ .•-• NOTE: • FOR CHANNEL EXCAVATION & ROCK SLOPE PROTECTION DETAILS & QUANTITIES SEE SHEET 3'! OF OF ROAD PLANS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1 2. INDEX TO PLANS Bridge N2Al3B-B 5 F 1411. 10001 S.P.126 GENERAL PLAN Sheet .-1_ of ...12.. Sheets Scale: Hor. AS SHOWN Vert. W.0,# 3-2084 F.B,# Recommended by:,& Dat•f2 -;z -tk p Dale I.J. -/,? -q Approved by: COORDINATE INDEX Constr. Campi. Date As Built Rev. REVISIONS No. Description By Approved Date 45 TON -CLASS :zI -CONCRETE DRIVEN PILES: .~'' •P)LE TrP ELEVATIONS- SPECIFIED TIP ESTIMATED TIP ABUT. -30' -30' BENT 2 -30' ··3Q I BENT 3 -30' -30' ABUT. 4 -30' -30' Ft1I' crtluo/ -lj' e/4v Gee :;/)/ Ill TITLE GENERAL PLAN TYPICAL SECTI.ON & GRID GllADES FOUNDATrl.lN PLAN ABUTMENT DETAILS BENT DETAILS DECK UNIT DETAILS, E. 11rnO<it APPROACH GUARD RAILING TYPE 8 (L~.YOUT) BRIDGE APPROACH GUARD RAILING TYPE 8 (DETAILS) BARRIER RAILING-TYPE 9-11 BARRIER RAILING OETAILS CONCRETE PILES DETAILS LOG OF iEST BORtNGS 11019-134801 StructurBl Details Checked By {,' &n~1/ Rev' ewed~ffJ.~£ CK_ /4Jc~~-l4.~:d, Approval Hr.;1ccmm:;ud~~d F 1411.10001 0 On AGUA HEDI0NDA BRIDGE A13B-B5 El CAMJN REAL R.S. 19 -1 __________________________________________________________________________________________________________ ..::,S::.:HE:.:;E,:_T _ _,:O~F....:·:__:__ _________ _!S~H!:.!EE:.!.T_..!.1 _ _.;:,0fC-....!l.!:2:__ _ _.:S:.:.·:..;P·:.,_.:,::N0:.:,._1:.,::2.::.,6 _____ '--'i ;! 0 1 '-0" BARRIER RAILIR TYPE 9-11 "~/, - l -.a,._.,: .. .,. .· . -.... -: .. ~'-.-_ .·co • , .,,_. 11'-b" MIN. PRESTRESSED SLAB UNITS -i // ///1"-.' '-"'-"-J ~ I 2 I I ...., 1 2 ::,.. b--0- B.B. 441+68.42 ~ EL CAMINO REAL N bb0 3b' 00" W 53'-0" -2 % / I I ""'-:::,.. ' ~ 11 ~ ~.,o ~ (i_ EL CAMINO REAL 108 I 011 - I ~ PROFILE GRADE CAST-IN-PLACE SLAB I I I I I I I lLAB LONG IT.JOIN SEE SHEET 5 '<:>-'C:,.. 0::,.. D-<:,.. TYPICAL SECTION Scale: 1" = 5'-0" EDGE OF DECK ift' D q / ~01 A~ Rf ~~ ~ 1~ ~~ ifk 01 (p~ fav ~ ~ ~ ~ • r,<i. r,<i . r,<i ' r,'i 1>.~' ~ 442+ .0 q1 :,. j,?C [),v , EDGE OF DECK GRID GRADES Scale: 1" = 10'-0" To accompany plan, dated .. Sf¥).fem/2ec ~ 1.9 70 . COUNTY OF SAN DIEGO, CALI FORNIAI AGUA HEDIONDA CREEK BRIDGE· on El Camino Real Brid e Nt Al3B-B5 F 1411.10001 SP. 126 TYPICAL SECTION & GRI0 GRADES 53'-0" I 1 I -0 11 Sheet 2 of l2 Scale: Horiz. AS SHOWN Vert. -2 % I . le:,.. ti I 1>.~~ I r~ ... '• ... · ... -.. . ·" ., V/////1"-"-"-,, ) ' ' 2 ~ BA TY - RRIER RAILING PE 9-11 StE RAILING DETAIL THIS SHEET W.O. 3-2084 F. B Recommended by: Approved by: COORDINATE INDEX Constr. Compl. Dote -- Date 1?~12 -,C,,, 'T Date U' ..,,·Jtf. -,// N, E. As Built Rev. 1 2 REVISIONS 'c,J ~I oJ NOTE: 4 OUTSOARD PILES EACH END BATTERED 2:12. REMAINING PILES VERTICAL R, S. 1800-1 E. B. 442+81 . 58 = 0 I = 0 I -"' L/\ = 0 I -"' L/\ 0 I - F 1411.10001 = 0 I -""' L/\ = 0 I -""' I.(\ NOTE: RAILING DETAIL Scale: 111 = 1 '-0" NS? Description By Approved Dote :- .. GENERAL NOTES DESIGN LIVE LOADING REINFORCED CONCRETE A.A.S.H.O, (1965) HS20-44 AND ALTERNATIVE f s = 20,000 P. S. I . N = 1 0 fc = 1200 P.S. I. PILE LOADING = "' 45 TONS _,#5x1'-4" TOT.2 @ EA. PLATE STEEL HANGER PLATES-FOR FUTURE UTILITY CONNECTION. SEE DETAIL ''A''. LOCATIONS SHOWN ON "GENERAL PLAN'' SHEET #4 REBAR _ __, b"xb''x3/8" PLATE (GALV. AFTER FABRICATION) DETAIL' "A" No Scale LOCATION FOR 2-#5 9 1200 ELEVATIONS ARE FIGURE:D FROM q_ AT 10' I.NTERVALS THESE ELEVATIONS ARE AT TOP OF DECK Strnetural Detail's CJ;wcked ~y C LV/t// R~v1ewe<l. -/,!J), Seel:::. EL CAMINO REAL R.S. 1800-1 SHEET OF 1) W& q 03 _q 11019-134801 AGUA HEOIONDA BRJDGE A13B·B5 SHEET 2 OF ii S.P. NO. 126 I I I l [// = Cl I ···z,e i EL CAMINO REAL ... N 66° 36' 00" W 441+69.17 . . . .• .· .. ·· 34 . . 33. 60 32. 52 ~ 1-1 ::, "' <I _,,., = 0 I -N ........... • , = b -I'-- "' .,_ Vl "' ,- I I I N I-z Lu cc I _,,., I I I I I~ \ \ = /~.II' ~ 31·11 442+06. '' ~1/J·1A ..,-31, I ~ 3b EDGE OF DECK LI NE ,,, "' 1-z Lu a, d • • . I --+ = 0 ~ I -I'- ® 0.. V) "' ;52 • 0 I -N ----- ------ = 0 '8l;. ~ ,.~: V) "" - 442+43.67 /J ··•.... ,,,fo·1f ·--.... ·····--·--••"·· ·40·· .. ············· / .... I .ta I I I I ................. 1 \ \I --------------,------,'"-------.,. ... \,_ ____ \..__ _ _,__ __ ~_ --- ·· .. \ \ ~ I I --'-c-----~;,___,_ __ _ \ ··. ·· .. \ \ .. PLAN Sc a I e: 1 " = 1 0' -0" I X I I .. .. 1 '-6" 1 I• -6" ........ 3•·-011 .......... -. . ............ .. ······-·-······ ·············· ,, ....... ,N ... o.,,,., ...... , .... ,. •--•-•"''•""' • ' '- ------::::-.,, APPROX. LOCATION 10" FUEL LI NE n~o ,----, --'!")\' 33. 1>0 I R. $. 1800-1 442+80. 83 , . 'I''~---><---- . . / APPROX, LOCATION 20" WATER LINE NOTES: BEARING OF ABUTMENtS & BENTS S 23°24'00" W +INDICATES VERTICAL PILE -+-INDICATES BATTERED PILE ~ INDICATES BOTTOM OF FOOTING ELEVATION AT LOCATION INDICATED AND VARIES . oo.Do F /arl/cole9 n/e Tl/' e/el/. F1411.10001 EL CAMINO REAL R.S. 18.00-1 SHEET OF • COUNTY OF SAN DIEGO, CALIFORNIA AGUA HEDIONDA CREEK BRIDGE on EI Camino Real Bridge N!Al3B-B5 F 1411.10001 S.P. 126 FOUNDATION PLAN Sheet.....;'Lof -12....Sheets Scale: Hor. AS SHOWN Vert. W.0.# 3-2084 Recommended by: Approved by: COORDINATE INDEX N. Constr. Compl. Date As Built Rev. REVISIONS No, Description By Approved Date lo'ac<ompany plans dated_.Sepfem.f?er..8,,_/_,22Q_ 11019·134B01 9 1200 -' 3tnw tural Deta.i 1• Checked By '6 ,F///f'// .Revtewed J. IIJ . .$eek: AGUA HEDI Cll'IDA BR I OGE A138·B5 SHEET 3 OF 12 S.P. NO. 126 E. ' - 0 I -00 0 .. • 0 I -"l" "' . )• = 0 I -"l" "' 0 I -, . _,. -T A L • 18'-6" ' B.B. -441+68.5 E. B .. -442+81.S ~ <i. EL CAMl~O REAL N 66° 36' DO" W· ' 18 1611 ' L = 0 I '. ,7 .- ~ PART PLAN Scale: 1/211 = 1 '-0 11 4-ABUT. I (~ ~) '-L/ . . • ' ' I • • ' ~ / ----\ ', l_,,) A _J R.S. I- w.J w.J Lu :i:: Lu "' V) c::, % :z c:t -....J u a. "' c.. % V) 0 -w ,_ ....J Cl -0 c.. :z ::, "" 0 0 w.. L>.. = = a I -N 1800-1 = 0 I Cf. ABUT. 1 1-011 · 1'-011 311 9 II CAST-IN-PLACE TOP SLAB = ,_ N "" ....__ 0 -a. c.. -.c ::, . I V) a. ->-2-#4 ~ ,_ I- ~ Cl @24 11 0. C-:--. -t.;i-.W-~~~-;--~===1 r-==eL ___ l_ PRESTRESSED BOTTOM SLAB 1 CU. FT. PER~IOUS cbl---#5 n @ 24'' o.c. -"l" MAT'L TIED IN ~ ~ BURLAP SACK ~. ~ EACH ORA IN = N ....__ N I -0 • a I -N N ....__ 00 I "" #4 @18 11 0.C . - " • .c I - "-CI ....J #5 z -:e: -• 1'-" \l1 -611 SECtlON A·A w Sc a I e : 3 / 4" = 1 1 -0 11 4"' WEE~HOLES I 12'-0" CTRS. MAX. 611 ± ABOVE OUTSIDE GROUND SURFACE SLOPE 1/8" PER FT. LJ @ 24" o.c. EJR 1 1 /2 % a ~ 1 I :I: .... CONT. KEY 3-#5 #6 µ EACH PILE b-#b DOWELS OR USE VERTICAL PILE REINFORCEMENT SEE PILI NG PLAN FOR LOCATION OF BATTERED PILES B 2-#10 CONT. @ TOP EDGE Of DECK . EXTEND FULL LENGTH Of WINGWALL . /#4 LJ @ 1 8 II ....__' ~ ' ~ 1-.. COUNTY OF SAN DIEGO, CALIFORNIA AGUA HEDIONDA CREEK BRIDGE on El Camino Real l ABUT. Brid eN!.Al3B-B5 F 1411. lOdO S.P.126 AaurM£NT DETAILS 1/2" RDUHD. (TYP.) I Sheet _A_ of -11.. Sheets Scale: Hor. AS SHOWN Vert. 7 . ,,.. 2 1-&11 #4 ;::_..----@12 11 o.c 7 II I • I ~-1'' CHAMFER(TYP.) 1 1-011 1 1 -011 2'-0" ABUTMENT BEARING 1/2" x 8" ELASTOMERIC BEAR I i>iC . por Scale: 3/4" = 1'-0" ' ' • t--, ~ ""4 1~ 1811 _,/ s;t-ii' 8" ' \__ .. CORNER DETAIL W.O.# 3-2084 F.B.# Recommended by: Approved by: ~ ;&.'¥" v/.211/70 ;/_ I -"ff''£ 1t:>9 ~ • ' 4L · Date /Ji I COUNTY WG1tkr R.C.E.11 ~58 COORDINATE INDEX N. Constr. Comp!. Date As Built Rev. REVISIONS No. Description ·By Approved D•ate <t_ ABUTMENT 4 TOTAL 5 #8 @ 9u_,_.__ #10 art---#4U RAILING NOT SHOWN E. '-....__ ~~ ~ RAILING NOT SHOWN (/) w #4 @ 1811 -~, #4 "-101 '1:: I r, ~ ....__ -.......__ .......__ [ #B @ 911 INSIDE FACE - ~ #4 @ 18'' OUTSIDE FACE wl NGWALL ELEVATION Scale: 3/811 = 11-0" ~ ~ " ............: . - 0c ct > SECTION B-B Scale: 1/211 = #4\_ 1 I -0 11 8trnctu~al Det~!le ll(//·.__ _________________________________________________ --.--~~~"'."'.""'."'.2.!..!!!!:~D-v.J_G-_'1_0_3_-<f__!!!!!!!!!!!!!~!!!!!!~ 11019-134801 F 1411.10001 EL CAMINO REAL R.S. 1800-1 ~GllA HEOIONOA BRIDGE A13B·B5 SHEET OF SHEET 4 OF 12 S.P. NO. 126 {13 . { EL CAMINO REAL 54'-0" 54'-0" DECK 1 6" PILE CAP r--------~----L I -I +---+-----------1- L ± .._,, --1----------- A -j -------------------, ----,.....-....,_ 1---'--( _ ---i----------1-+ I '-" ~ I ------------1 --~ 3 I -1 11 13@ 7'-10" -101•-10 11 I 3•-1·· PART PLAN ~ I~/// ~ -CJ 1/z• I _L_ pQ<)(_ "'-,.,_ ~ ~ -------- 0 t J - ? -- 2-# BEN 1,_/ T UP -ll_"-, b"~R , /3"~ ,__ "@ b" I 3 I -1 II '°' 2 % r1 1 /2' CLR. ~ -I I I 4@ E," @ 12" 7'-10" I ALL STIRRUPS #5 Seale: 1/2 11 = 1 '-0" 2 % CAST SLAB . ._,_ PRESTRESSED SLAB ..:. ,,_ //// I XXX X > ' r -7 ------ )' _,,,, V " 7 4@ E,' 4@ b" 8-#b NOTE: 4 OUTBOARD PILES EACH ENO BATTERED 2:12 REMAINING RAILING j 11 I " -- PILES VERTICAL. SEE TYPICAL SECT ION SHEET #2 -- 2 PART SECTION A·A Scale: 1/211 = 1 '-0" 6" _J NOT SHOWN DISCONTINUE TRANSVERSE RE IN. AT J DINT\ ' ~ • CAST SLAB P.S. SLAB ~ SEALANT ,;PTH2" I -~ < 7 3/4'' GAP (rYPJ ) 1 EAVE KEY VOID JOINT DETAIL Scale: 1" = 1 '-0" PRE-MOLDED JOINT FILLER 1" CHAMFER Ii. BENT "' 1 I -Q II 1 I -QII ..J u = N • • ' lllf • . . . ... . . . . ., . . . .. . . • .. . •. . . " • . .. . . . . 'o . ., . : . . . '• . . '• . " . . . . . • ·,,.' ~ .... CJ. . ', •• . . ,OI, ,0, •• • O • • . ., • ... . . ' . . ' . . . . . . . . > . . . . • . . . . • . ' . . . . . . .. . · ... ·.•· •.: . . • . .. . . . .. . .. r ·: -:·: ~ • • . • 0 • -• 0 • • t:I • 411 ... . ... . . . . . . .. . . . -~ . ... •· 4•~--.. . . .. . . -. . . . . . . . . . . . . ,• .-•• ,'",' .• •.:• 0 . .. . . . • . . ,> .. ' 4 II • . 4 II I .. i . . . • ,,,,,,,,,,,,,,,,,, ,, ,,,,,,,,,.,,1 / " • "'' • • • • • ~' '-' ~ • ..,, -I V -p----._.,_ • ~ 0 r----.-._ I -r--. N ,-.._ er ..J u = N ... . . . 1 • . • . - COUNTY OF SAN DIEGO, CALIFORNIA . • AGUA HEDIONDA CREEK BRIDGE on El Camino Real Brid e N2Al3B-B5 F 1411.10001 S.P. 126 BENT DETAILS Sheet~ of -12-Sheets Scale: Hor. AS SHOWN Vert. W.0.# 3-2084 F.B.# Recommended by: Approved by: COORDINATE INDEX Constr. Comp!. Date No. Description Date /:t ·/P ~ 4' 'fl Datel?-(.2 -,;;; 9 N. As Built Rev. REVISIONS By Approved Date to occompcmy plans doled S~emf2ec Ii /,9 za' St~ TOP SLAB R:E I NF. I 11 btc~ UNIT DETAIL"S" SHEET 6 Ot 12 . l . . . . o, ' . ~· . . .. f . CAS > ._ . ... 1"1M-f'LACE TOP SLAB .. •. . • ' • • • .. . . , PREj J /. fRE!SED BOTTOM SLA!l • . , /2" • I" ELA!ffO Ml:RIC BEARING PIID e -11, TOP PILE BARS ,s □ @ 10" ''r ii' 12 11 ALTER NATE BENDS e ".'ft BOTTOM E. v . / ±b: ----, /Vt?-t\ - ~ -~ ~ ~-s r tJ ~ t~. 3-,Jf-,,, ( T yp. ) TT I • C>! -d j'I = ,_. .... - 11-0 11 1 t_Qll 2'-0" SECTION B-J Scale: l 1/2" " 1 '-.P" F 1411.10001 El CAMINO REAl _ R.S. 1800·1 SHEET OF , ,,.,, , .• ,j, COP" • ~ >"-F,·-nr)'.,IC: r,y· , t.4~,/:J~U..1.1\,,,,/c:t:J ._!..,_,~•'>~,I ·-,:,d D ··- CON TRACT NO . ..;/_,__,'--""-_""" 11019-134B01 8troctural Det•.11• CJ:oe1rn,! 'By C FJ/qJ 9 1 ZOO Rev1owo1 .J.11) • 8GCJ:::. --· AGUA HEOIGNOA BRIOGE A13B·B5 SHEET 5 OF 12 S.P. NO. 126 BLOCK-OUT FOR SHEAR BLOCKS. FOR NUMBER, q_ BENT / #8x14'-0' ~OCATION & DETAILS SEE SHEETS 7 & 8 1211 SPAC. #5 @ 18 11 o.c. 5 1 -011 9'-011 q_ ~ 311 1:1 1 '-0' #4L..J@18 11 o.c. SYM ABOUT #4 @1 811 o.c. / r -CAST-I N-PLIICE TOP SLAB I/ #3 11 BARS ' D , V • . --·-7 r ' ~ 7 7 ; "' _J _J = N -L ' -I --N -21-1/211 ¢ STRANDS -· I ' -~ --"' ' "' I -. --I -l, N -- ~ PRESTRESSED BOTTO~ SLAB ---• • V REMfllNDER @18 II b SP. @911 #3 BARS SEE IT '--' ' PLAN 9'-011 5 1-0 11 Scale: 3/8 11 = 1 '-011 r I • z -·-' -l/\ "- = = -D -I --' ~ -. - 37'-011 12'-&11 12'-011 CAST-IN-PLACE SLAB i L ZSYM ABOUT ~LEAVE SURFACE ROUGH :,: ~#5 "' ' l -- --· --_,_ t -L. L SEE © -• KEY DETAIL I -I . -EI\MBER f'RISR f9 P~AE I 116 6A5f I II PI._AGe e 1:AB Q ~ 1 " it y~ ~IO+U~Q~ O~I+ I~ I ~D:+:~l;l ~O~la~l:i: 0 ·;iQ ii± BG.m SECTION Scale: 3/8" = 1 I -0 11 'i_ JOINT 6 1 -011 ~---------------- 1 '-6" I . ~ SEE --....___ #5 @18 11 o.c. I I #4 @12" 0.C. I I -I "'-• L ROUGH SURFACE KEY DETAIL© #3 BARS(D- 21-1/2"¢ 270k STRANDS P = 4g5k BREAK BOND 7 STRANDS FOR , f EACH END (54 SLABS ) , SEE DETAIL _S:e,!E~Cc..!.T..!..I .!::.!C1.!..i ~A..!..T...lM:::,_. lc.eD:.::D.:.LE=-..!T~H.c.l ~R□'---------1@ Scale: 1 1/2" = 1 '-0" 1 2' -&11 &"TI r--3 II ' . I ~ ee>18 11 a. c. /#4 @18 11 O.C. I ~ . ~ #5 @ 9 11 C. C. I 4 11 5 I 311 + 0 JGINT (j_ 1 '-1:," I 2" MIN. • v--·o / .,, F J.-,--V ) #4 @18"0.C ~~ • #5 • • --- 1 1 I -0" _/ r I ' I ~ 21-1/2 11¢27Qk STRANQS #3 END ~ • 4 II #5 @ 18 I I TOT. 3 5 1 -811 ± ·10' -011 ± MIT KEY FOR EXPOSED FACE OF EXTERIOR SLABS ILL KEY WITH GROUT FILL JOINT WITH BITUMASTIC TO RETAIN GROUT BREAK BOND • • END ANCHORAGE DETAIL . BARS S EACH E E=E--® ND @ &11 ANO ALTERNATE 1 . 2 . 3 . • ,, ... COUNTY OF SAN DIEGO, CALIFORNIA LENGTH SUFFICIENT TO ENCASE STRANDS = N ...::E::.:M::::,D_B~ll::.R:...::D.::.E.:..;T Ac:.:...::I L;.._ ___ --10 No Scale A #3 BAR = -3 II ' - i I SHEAR TRANSFER DETAIL No Scale r--1 /2" ,_-p..:·. . . . . '. ·.· '.",, ,·A , '. <','. ---jl- V .. .' . , ~ 1/211 = '► 0 •. ' . -N AT SUPPORT AGUA HEDIONDA CREEK BRIDGE on El Camino Real Bridge N2 Al38-85 F 1411. 10001 S.P. 126 DECK UNIT DETAILS Sheet _L of -11. Sheets Scale, Hor. AS SHOWNvert. W.0,# 3-2084 F.B.# Recommended by, Approved by: COORDINATE INDEX Constr. Compl. Date Date /2 -ft-/,.. 9 Date ,/,/ • ,;>-. · (: </ N. As Built Rev. REVISIONS No. Description By Approved Date fg ac,;ompany plans dated Sep-lemper ~ /,9 zori BAR 0 • _.,!K)J,E.J.Y_Di<,!E..iT_.,A.J.I .. L ------© Scale: 3" = 1 '-0" NOTES: CONCRETE PRES TRESSED SLAB CAST-IN-PLACE SLAB REBAR A.S.T.M. LOAD I ~!G -HS 20-44 f ' C f IC I 5,000 4000 3250 A-15 INTERMEDIATE GRADE F 1411.10001 DENSITY 11 5 P, C. F. 1 50 P.C.F. J' ,... 11019-134801 EL CAMINO REAL R.S. 1800-1 SHEET OF AGUA HEDIONDA BRIDGE A13B·B5 SHEET .. : OF 12 S. P. NO. 126 E. j \ ) --=-_A_d~'fll_St h1nqe point __ 1 ,_ ,____ ____ -1 t __ _ See road plans for tronsitton , (2 min .. *R=226'-------c)E.C. \ · .. (W1denberm(5m1n) ' "'---.,. ,· \ / /Y) •• ~ R, ?.J-f r , · -17 \ ;7!.0" Y 1 6 11 '-~-"---F,-r-on-t-fa-ce_o_f --/ "ti-.~ ____ JL~=~4 lJ. B~-:2.-----11 ~ bridqe rot! line / //,,,.,,//,/,/ ~ T=48. 39 ~ H1nqe point line--/ I I Beqin flare @ end of w1nqwa/l or as shown on General Pion. TYPE I FLARE Full shoulder width on br1dqe '----Pavement edge TYPE/ FLARE L *T w 48'.5" 48.3? 3' 58'.6" 58.26 5' 68~6 11 68.2/ 6' 78'-6" 78.16 7' 33!5" 88.// 8' f--------t--------;-------------------,-----------1-1---I Pavement edge 1 I nQ Front Face of__!!Pproach_ ra_{,e_._ k ______ !::_L_:_=~le:.!..n~,nll.t!.!.h~0 c..::0----◄ Direction of traffic i----------------*_T_=_t_an~ge_n __ t _le_n~q~t_h ______________ I - TYPE I FLARE Reduced shoulder width on bridqe (right or left) ,._ T = tonqent lenqth TYPE 2 FLARE L 43'.5" 58'.6" 68!6" 18~6" 88!6" 98!6" *T 47. 44 1 56.58' 65.851 15.12' 84.38 1 93.651 w 8 1-1011 13~ o" /6'. 9 11 20'. 6 11 24!-3• 28'-o" Pavement edge---. ' TYPE 2 FLARE Approach roll in median ◄ Direction of traffic PovemeVt '6" (tYP·) L=48 Direction of traffic ► edge 1---~--__J,-..::__='..::=--~ Direction of traffic ► , ... f;, 'f .:'; "'"17? ., .. ,. ' 1~ <!)11/68 Rev. Posts tol/tF, Noles B,E,H. TYPE 3 FLARE Approach roil rn median *R 226' 170' 170' I 70' I 70' 15" H ◄ Direction of traffic L. _ Pavement edqe·) -----.c. -48-6'" -------------( Front face of bridqe ---+---------. ______ -____________ --=:=--=----=...--'-:__-.-_\_roil line / ko:0 ;--~ /Variable offset, when more I ~-----.... ~ than IO'use Type 3 Flore. \) II II EC , /_-q, For offset see General Pion. -IT'\ FED.ROAD FEDERAL AID FISCAL SHEET TOTAL DIST. COUNTY SECTION DIV. NO, STATE PROJECT NO. YEAR NO. SHEETS II SD CR,Cbd 7 CALIF, S-SU-l~llf°' t,~ /,q./ COUNTY OF SAN DIEGO, CALIFORNIA AGUA HEDI ON DA CREEK BRIDGE' on El Camino Real Bridge N!!.Al3B-B5 Fl411.IOOOI S.P.126 BRIDGE-APPROACH GUARD RAILING TYPE 8 (LAYOUT) SheeLl_of 12 Sheets Scale: Hor. -Vert. - W.0.# 3-2084 f.B.# Recommended by: ,/) r;;-_ , o Dal• 4-[;7, :{Cl Dat•4•Z4 · 7D ( I \ Front face of bridge roil line_// • --~a, I 'I ,-~ \ Approved by: 7.~-.L/_. M. D~te 4(-21./-]<2 l===:!!"-~~TY ENGiiiiiiii£i 14~8 \ -Begin flare at end of w1ngwoll or as shown on General Pion. See Detail X -~ \.~ Pavement edge Direction of traffic ► COORDINATE IND.EX N. . ---E. Constr. Compl. Dal• As Built Rev REVISIONS . TYPE 4 FLARE Approach roil in median R (modified)·, _.,,_ J. l'n FLARE LAYOUT ON CURVED ROADWAY Note . Wis radial to front face of bridge roil line Railing shown for roadway curve to left. __ -Place concrete 2t..o"m1n. /" into undisturbed material // ;·7 ofter roll 1s positioned. # 4 total 8 I PLAN No, Description Bv Approved Date ,v ~ SECTION S-S TUBE-WELDED SPLICE Notes .- A_ Tubing shall be shop bent or fabricated to flt horizontal curves of less than 950' radius. 0 B. Posts shall be vertical and spaced at /0~0" c.c. max. 5'-0" c.c. min. C. Top of roil e/evaflons to be determined by the Engineer unless shown on the plans. D. Torque roil to post nuts to I 75 ft lbs 0 E. No more than one bolted tube splice per post ic; permitted. F. All exposed edges shall be ground smooth. G. Galvanize roil assembly ofter fabrication. 0 H. For details not shown see Barrier Roiling and Metal Railing Details sheets. J _ Front face of bridge roil line is parallel or concentric to pavement edqe. K. Dimensions marked * ore valid for tangent roadway oliqllment only. Modify for curved roadway. L _ R for Type 3 a 4 Flore must be calculated for each offset. ---.. -- Strootuui Dst,.J).• Checked By C fi//r1·/ l!ev1eweil. J, fl), $£c I(, SECTION T-T . ' -- CD --I (JJ 0) DETAIL X , • --9 1200 No scale WO cu 11019-134B01 F 1411.10001 EL CAMINO REAL R. S. SHEET OF AL"FERNATE II Au 1) WC.-qo 3 -q 1800-1 AGUA HEOIONOA CREEK BRIOEG A13B-B5 SHEET 7 OF 12 S.P. NO. 126 ----- ' 6 x 2x ¼" □ /,----;,----t" f holes-. ;" structural tubes ---c....,~-· 'ir-1 '_· _· ;====-' 1~~,l---------[$::=)\-$1912" ', !~ O" 1 . . :c:n:i,1~1 Ii I- 2 -1"f x 4 "HS. bolts with hex nut 8 2 washers --•• ( Wrench t1qhf) ·•."'-- DI ST. 11 FED.ROAD FEDERAL AID FISCAL SH£ET TOTAL COUHTY SECTI0/1 DIV. NO. STATE PR:)JECT-NO. YEAR HO, SHEETS S-0 CR Cbd 7 CALIF. •-SU-lijllf?' /JG f,d.) ' 1 Bridae N2Al3B-B5 F 1411.10001 s:P.126 BRIDGE APPROACH GUARD RAILING TYPE 8 (DETAILS) Sheet 8 of 12 Sheets Scale: Hor. Vert. I W.0.# 3-2084 F.B.# Recommended by: ,I,') r,7?!. " Date 4,27· 70 ELEVATION l /i!_ f/;!" X 2"K 6" Alternate top 8 bottom roil. . ~~~~~Da'.::te~4~•~2~4~-~7~0!:=:J ___ End of w1ngwall or as shown on General ~ =~s=~=r11 ==· ======1~(0.:Jt . .,.~o Ll~J.I (iJI ~I-_r:::n: ___ rl i I ' I I PLAN I ~1 ( CONNECT TO BARRIER RAILING TYPE 9) (i'--( -18) • ----L---.....J -........._.....__~" ' Approach rail curb is required \ with bridge rolling Types 10, II, 12, ) or 13 if the approach roadway / has no curb or sidewalk . ... ... SECTION A-A I I ' Match elevation-,- ELEVATION End of wingwoll ~ ' Tube-....._ i ' I I ·._,__ Cop end of tube. Approach rat! curb to be used when ' i there is no approach sidewalk~/ I approach curb.-----j Front face of sidewalk or approach curb/ 20' transition to meet bridqe sidewalk. _ __,. PLAN ( CONNECT TO BARR 1ER ~AIL '.'✓G TYPE 10) ----- 1 -d~--2-;'''6x l~0" HS. bolts • 1 0 , or threaded rods with ' ~ ' hex nut and washer. '.9 DETAIL B i---_ Po y lil"TI it _ _ __ ,_J_0~0"mox enr:' pant! (typ.) _ Pay lim!I Bridqe App_t_oach _]_fay lirr11t Type II ~ 9 Guard Ra1/inq Type 8 (typ.) Metal Roiling -r .1 d •1,'h .-,op rot use w1 4~7H ~---I ,-BC. R;;; 6'--. / "Enf:inchorqqe I /.--c::::===j='=====·r=·:j===·== '1i;;:(B~k,;.l~B)~==========;l~1~=========:=j\=•I'=. ="'--:::----=---' Deta!ls -----,I/ ~-R:;;5 , I , .,, .,, -~::.... -Detail B =,, -------: ! i I ~ jrl-,-7~1 ...LL,_:-----------+1,1i .J._L_,J _________ "11L-....:4 ~------ ..,, __ m ,,,,,c;, ~.,:v~,:;,;;\v;7c-,"'~",.:c-.-. --+,-----+-, ----------t~---:A---t,---I I 6x2x ¼"c:::i structural tube-~' I ,al.Wl,,"?h\'-;/,."· \·Match elevation I ELEVATION - ' ' -j· R;;; 5'--. 1 ~/ Barrier Railing Type II /-' : only. Top of rail grade to be adjusted ri~~r,~7~1 =======-6)~1··-:;L ___ to p(rov1de smooth ra!linq profile. _ I'.__ _u~=~-LJ~~r1-====r1==~0 b,~==~' ·~ ,r ) ( -,-) 3!-0,, I I , ~~;o~:0:;-,, ~======~o t, ======= /---/ ___ mo,:. POSt spoc/nq (typJ B'-6" max. (typ) 1 5' 0" -----I ; -( except as noted; / : End of wingwa/1 or as ~=~:~'=:::~~=~:;::;::;::,:t1 1 :;::;::;::;:;=::;:;=:~, , shown on General Pion---., _, I ·r.1;::. ~===---___ _j Approach rail curb to beh used _/ ~:=:~======~~==~;;;::;:;;:;~~:::::::=::======1----=~==:::...=::d'-when there is no approac _ -- ' sidewalk or approach curb.-· ---\...._Front face of sidewalk or approach curb /~6·1 --------1 typ. SECTION N-N -/l/4"x !¾" slotted holes 1n tube. • 20 'trons/t1on to meet s1dewol k. PLAN ( SECTION B-B Bolted Tube Splice) Approved by: ~ h'.'h'. T4A' ·, Nii EER R.C.E.114ea Date r, I ,, -e. • bolt .,.,...,r 6" 2 J( 1/4 = , • vu J"'"-✓ ( structural tube 1-3 1//j \~ Detail E ------J..( ~-, /"'4P tot. 3 -Y___U---a , : ''"' ' Place concrete 1 I ____ -, __ , ___ J i I I afte~ rat! ~s j,,. . _ _,L-pos1ttonec. --->--·-'",m",.1,u .. ELEVATION 3" -I p'-f 2;' _ ~ I I structural tube . 7,';,-1--m I ..j. 2 , o• I -1---~ .,11, ___ .I.I.----_ ~-. I 7"[~~, ] " I w ' 2'1 ' L._ __________ ___, PLAN END ANCHORAGE DETAILS atrnotur&l Dote.111 Checked By & f' V~1 f; / Reviewed J. l..t} tU.k". . · COORDINATE INDEX -~ N.. Constr. Comp!. Data As Built Rev REVISIONS ' ( CONNECT TO BARRIER RAILING TYPE II, 12,or 13) No. Descriotion "" Aoproved Date 11019·134801 ALTERNATE 11 A11 • I F 1411.10001 EL CAMINO REAL R.S. 1800·1 · AGUA HEDIONDA CREEK BRIDGE SHEET 8 OF 12 A 13B·B5 S.P. NO. 126 E. WO cu SHEET OF 9 1200 CD --I • 1 ,,, I i :i' r • c ... i,, 1• i' " IS 1-,., r I !~ " ~ I !, ;,1 ~ f " If ~ I I_ ' ' I ~' i) ~ ' ' I I ~' ! ' ' l I t ii>'; ' \ · . . ,,,1·. l I · Se,pfembec <% /497,4 l~ noeomr,nny plans dated -. Roil post anchor bolts ~ ~I . *47@9 tot. 3 I I ([ Poropet a electrolier. • i .1 i',o COUNTY OF SAN DIEGO, CALIFORNIA AGUA HE0ION0A CREEK BRIDGE on El Camino Real Bridge N2Al38-B5 Fl41I.IOOOI S.P. '126 BARRIER RAILING TYPE 9-11 Sheet 9 of w.o, 3-2084 12 c B. Scale, Horiz,As NQ,\~Q_ Vert._-_-_ t7 I I I I I l::'1,.__ 11 • I 1,L'll_,!Ct ... I I _l -L . rr L ~ I I I ,-, r -,-, t;.T I I f[_e u..~:~~ ! I I I L : ... -: . T] I I Pull box----1-< ~ 7 ' I -I I Y' I i I --l .,j ,rl '•' ,. . I. -,. . • • ,ii • 1. • t. (See Note P) _.---/ I I Pull box 7i e9 yp (See NoteP) 3 10 1 • -min. i-.'Z__ • I . ' i Electro/1er PLAN _,,,. 4 X 5~011 tot. 4 ----,,., -2 -"4dowels-tot. 4 I E!ectrolier anchor bolts !o" 1O'.o· maximum _.=Length for payment of metal rolling /O!o" maximum / Shim as required (typ.) •4 l @9 tot, 3 Omit chamfer \ at electro/fer "5 ~-!} 4V2 tot. 5 ea. side of Joint Detail A Tube Splt'ce .,, 5 ls,-• ~ 9 B.C. 1/J end plate. Seal weld 4 sides 8 grind smooth. Some rein/ "'5~. tfr9"' .. 4'il "5.../"""',,_ tot. 4 "'5~.@9 L'..-ll-9•min. -· c:jp"rnox. J~t~f.d _e_c_k __ l:' 2 =:=l_ 11 91F9':"._.#~= 15 =:.-:;:E;----...__:====,;, =~=i====9~.=-;=-#=~~~~~~~Ei~~~~~=~=;==i:::==~::::;~~~~~P~ri~~~~9~"=1_===:' 1 _=i.=J~=r~.t=,=~J~--=-=-=i=::"':'.::r~=4 -----~~;=~m:,n.~-,--..l..• -L,.,.,.,,.~Jl.,,,..,.,.+-j:!=l=~~~~t!=il\~ijHl~~UW4--+~~+-m-~::,._,,.....)!l.--,~~J=+~W ~--1--1--l--14---l---l+-i--.J!I---+--++--, f,L:.....+-..J'.1--.+,L;++-,..,.,..~-!!+,-,,.,,,....,...,..~.L---Top of deck 1--..J-+l-_~_,, _ _,_:lc!.,.,-.'..'.,.ii_2:;,::::c)~~;f~/-'-':\""::f""'):'_!._,; . .::,>~,:.::}~:;.~'..,::...c-:,'~:: ·2c.•··:c...· -~=---+---~~--,,L-+--------~~-------'---~,,L-----~------, · -' :}4..i. '\ ': ,~·.~End of wingwol/ 4 11 on low s1d~ when superelevotion exceeds 5% INTERMEDIATE JOINT See Note D 2-#4 dowels tot. 4 • 4 'lTI tot. 9 _.5 ~tot. 9 2-#4x 5~o· tot. 4 * 5L.(!4~i', 3each side pull box 6 2"2,,.. /34 □ structural tube EL EC TROLi ER J f f Type II Postz_ Typ~ 11 1 Po:t I I x 1-0 HS bolt or threaded rod with hex nut 8 washer ( galv.) ""4 'il~/8 -~4x!"-o"@l8 ""4'il ~/8# , ,, . Open joint to match deck joint wrdth '4 x I O @ /8/ DECK OR WA LL JOINT See Note C ELEVATION TYPE 9-IIA RAILING Without approach guard roiling f. Parapet~ Edge of deck--, See Note J. <1....R-EV-. -10_1_68-I End wingwoll(wtlh Bridge k-End of w1ngwoll PLAN -ztt '"Sb -'/4 "0-8 H _ olt or threoded,rod with hex nut a washer ( go/v.) ( Wrench tight J / 11 chamfer 8 11 (typ.) Note :E# ¾" opt f 6" 2x6 □ 12.02 b lype II structural tube C\i metal rotlinq .. , ~ ~ -----+ ") -+ 11 4 cont. tot 5 loll • min. Const joint Gutter grade limit of payment for cone. ( bridgt>) ,......,. ....... -+-~'-f"--'--.l....- # 4 'il@ /8 11mox. i----~---5 ~"~ 9 to be in place before • A hG. dRo:f Ti e8) pprooc uor, I Ing yp length for payment .enoth for payment of metal rolling I REV. 10/68> l Bridge Approach Guard Roi!tng Type 8 Const joint Type 9-II A details are similar to Type 9-11 except as noted. '--Gutter grade ~-.:::-If 5 X 3!9"~ 9 1.,~6· . R=6' . ( Detail B ( See Br1dqe Approach I I ----._....__ Guard Rolling Type 8 Detotls.) I/ I I . I~ ' I ' ~ , G ,., - TYPE 9-11 A RAILING With Bridge Approach Guard Roiling ,,, , " " 7Jy-t---l;~== deck concrete. If deck slob 4x/-O !J 18 max. -# exceeds 9", embed dowel 8"min. 5cont. lower mot of deck reinf. Length for payment of metal railing A. B. C. D. E. F. G. H. TYPE 9-11 Cone . .-1.05 cu. ft per lineal fool Reinforcing_; 8. 7 lbs. per lineal foot. TYPE 9-IIA Cone . .-I. 05 cu. ft per !tneol foot. Reinf, /0. 5 lbs. per lineal foot. ' . . Tubing shall be shop bent or fabricated to fit horizontal curve when radius is less than 950: J. High strength rods threaded both ends with 2 nuts and washers (all qolv. J may be substituted for high strength anchor bolts. Posts shall be normal to roilinq. Tube splice shall be located in the tube spanning deck joints. Increase joint width in tube to match deck opening and increase sleeve length correspondingly. Open intermediate Joints 1n concrete shall be located at f piers. abutments or bents and at unifor.m spacing (40~0" max.) Dimensions will vary with cross slope. ll U • N Construct 3 deep,,. 12 wide overflow scupper 2 above deck at low points in grade. Walls ore to be backfilled before railing is placed. Clearance to re1nforc1ng steel in curb and roiling to be !". longitudinal reinforcement to stop al all joints. K. . l ¢0· M N. 0. Torque roil to post nuts to I 75 ft. lbs. Tubing shall be continuous over not less than two posts except o short length is perm/fted near deck joints, electroliers or other railing discontinutfies. All exposed corners shall be ground smooth. Galvanize roil assembly ofter fabrication. locate pull box near mid ·point between posts, but not 1n some panel as deck joints or electroliers · , P. • Reinf()rcement is shown for Type 9 pull box. If Type 9A pull box is to be used refer to "Type 9A Pull Box" sheet. ! REV.10/68> 0. See Metal Roiling Details Types 9,10, 8 II for details not shown. . 9" I (/4" x 10" pipe sleeve Rall cop PLAN SECTION A-A COORDINATE INDEX N E ~ b==~~==~=~;::::::::;;::::::::;;::::::::;~~· ~;::::::::;;::::::::;~~· . " 11 1 '= I 3/411 = !'-0 II Constr. Com pl. Dote As Built Rev. Future end /o• 7• 7 11 ;!o" Electrolier of p;pe mtllnq-__ -1;;;-~;;:::::=an=c=h=or::::$,bolts Omit 1• chamfer for l====~!!!i5=~ttr=="""~s==== ~-=- /!5" ot e/ectrolier. ---+----~ J~ ~~ ( Edger finish) Pull box f-,-,-,~..,,...::::_---+---=:s~=~(See Note P) I Same reinf as shown '· ; · ''/(/\~J/ in Elevation View_------P~~-"'-"----+----'-~~"'--';- 1 '-"'-'--'--l 1. 3.:o•min. FUTURE ELECTROLIER • ~ .R=5' .. .11 ' . I \ . ' ' I I I I , ,~,,-•-.-·,·· .. . b.~ I ·-~ .. ,,.,_,-~--·, .,,.J .... r 2!5" /R=5" !4"\ /o" •4 b v*4C::j, ' ,,--1/ # 4 ::=J \ ~; / 3!4 . ' I I \! I I ,: ~ L.o __ ;>,(' I .., • /:/ • _":) ~ ' 0\ ~-------\---, _, C\j ..... ·~ ---,-~ //I',, \\V.Jt, ~ #4n -·-~"tl-"'4f'li . ELEVATION ~End of wlngwall SECTION B-8 METAL BEAM GUARD RAIL ANCHORAGE t> vJ(,-'!03-1 1l019·134801 10/68 = Rev. Pay·mt of rai I a cone. Type 9 • 11, 9-11 A a Elev., Note A,L8Q WO i ·: :,. ::, . I F1411.10001 EL CAMINO REAL R.S. 1B00·1 SHEET · , OF AGUA HEOIONDA CREEK BRIDGE A 13R·B5 CU 11'2l'2. SHEET 9 OF 12 S.P. NO. 126 1 9 1200 I ) 1 ' . ' . ' ''.1 ' ~ -~-r- Furnish nuts 8 If' std. washers ---"-, c:_0st I¾,, ½"max. permissible joint. --~¾"16 studs· Only one stud required tf rail mrr-..5l'e l✓ote A ____ -__ -lt~:a-:_e~J-J) is continuous.at post.---_ _ (2x2x./34 □ structural tube ( type .'I only) J, '· • 21/2"JC ¾"f stud w/steel post 3 11x¾"' stud w/o/uminum post 6" <.!_,:ost I 13/J' 0. ~--------¾"' studs. Attach 'i -with full penetration/ butt weld.--- r' I --------------6x2 I 12.02 structural tube 0" .L~-----..... J 1 Roiling '2 -, -, ,2" ~~ shim 1_✓• 11 • _ I .fi" "/8 min ,; thickness_./-;" 3 1/i' 1----l /1/4" RAILING SHIM DETAIL T&T~L . SHEETS COUNTY OF SAN DIEGO, CALIFORNIA AGUA HEDIONDA CREEK BRIDGE on El Camino Real I Bridge N2AJ38-85 F 1411. 10001 $.P.126 BARRIER RAILING DETAILS Sheet_lO __ ot~l 2 _Seate, Ho,iz _ NONE Vert . -- w.o. 3-2084 F. 8. COORDINATE INDEX Note A .. 3/e"(> studs moy be used with 2x 2 tube PLAN SECTION J-J . (L\t. 10611 x l!J-;611 slotted holes _J T ~ rr-:----c,. fT";--;,:: 1) <JI 21/-4' ;J?'J _ 2v-1· " 'I I j EL EVA TIO/'/ SECTION L-L ALTERNATIVE RAIL POST DETAILS TYPE 9 t SECTION E-E SECTION D-0 /06 11 x 19//61 slrtted holes -- I ... <:::,' 'I ' '- l ~: 2¼· _ct & ELEVATION SECT/0// F-F RAIL POST DETAILS TYPE 9 These details apply to Barrier l?atlinq Types 9, 12 8 13 in lieu of ¾"' studs. Decrease post slotted hole size to%" x 11/e". Standard cut washers may be used in lieu of Ii. washers. /2~~:--....... v 0oEo 1016ifl STUD BOLT DETAILS 6" e· Edqe of I I Tock weld,¼" nut inside of slotted holef---H-•1• --j~ rl/z" max. ol ~'I" moH tchl_ deck JI sleeve for J/e"hex bolt with washer. ( total I) [[~~-----j 'f ------; RAIL CAP 3 11 =-/!o" Note: Contractor may submit alternative detail for approval. Typical for 2'k2" tube also. f~l~L----~~~~J ¾"bolt ·1~ -f''IP 1----t~~ -Sleeve C---~I 4 11 8" 3 1/2,, I '-------______ .... ......__ __ -----Roadway face c>ftube 1/211 " holes near a for side ~I PLAN "f/. II 1177 Sleeve formed of '-'//6 Ii., bent thuc;: ll.! uJr:7 for slidinq fit 1ns1de of roil tube. ' ' J . ljpe I I top rot! sleeve r= SLEEVE VIEW H-H DETAIL A -TUBE SPLICE I/a' m,n thickness For bent plate rat! post cu! shim to fli POST SHIM DETAIL TYPES 9 811 ~ /1//61 X /9/,61 ) s.'rt1ed holes ltyp.) / ( See N()te A) ELEVATION ' I-6~" I ; _Lb./==o:!6£ SECTION G-G RAIL POST DETAILS TYPE II These details apply to Barrier i?a1l!ng Types II br 9-// Sleeve j t -! ~ ' I I ~ I --:,-1 C ; -$---i ' \ ' . <:::,I 3. I -:.:.... ¾ I " ~ /i_+ t---I ·- C I -$--$-I I ¾" ~½[; A ~ SECTION A-A 5" /1/f6)t. 19//6 ~~--" I 7 21/21 C I "fJ II 0'9" r>--. 2' )( '1"4 J( - ro /led bar ____fr 23. A 2¼" -¼ "R.. . ELEVATION SECTION B-B RAIL POST DETAILS TYPE 10 I 1/8 To acwmpooy plaos datod.J~.&.7.t>Y {tl9?tJ 60° G --------i: ~ ------ 1 I I I : :-----+-Backup plate : : 3,151 x /"min.-· : i tight fit .. -------tit-.fll . I I i I I _______ __t" :::1 _______ _ ~ SECTION S-S T(JBE -WELDED SPLICE Seo/ weld 1-~ l1 -· f ..____ 2 It 3'/. II 0 ,9 II Tube-2. _1 --"'74 x .- roiling -----------rolled bar l/e 11min. thickness - SECTION C-C /0" ~j I ·r-~ "!I:> ~ ~ ~ ~!):) O') ~CsaJ ~1 _J__ i¼•S:1, '. ,. • I~-/¼" ~ 4¾:1 POST SHIM DETAIL TYPE 10 Note : This sheet supersedes Sheet No. B 11-43 page 112 of the Standard Plans dated February 1968 11019·134801 lltrnctur!\1. Dete.ile Ch,1of<ld E1J;£J/lf/ / 1nv1,, •• ~ -.,lli/ (l&ct~ 110/68 Added:NoteA,Tubesplice,Railshim wo F 141 ,.10001 EL CAMINO REAL R.s. 1soo-1 AGUAHEDIONDABRIDGE A13B-B5 Rev.:Sec. J-J. Deleted: Anchor tern late. cu SH,EET OF SHEET 10 DF 12 s.P. NO. 12s ~~-+I--Il---1.~=~~~=~=~~~'---__!_ ____ .L_ _______ __:_ __________ j__ _________________ ____:_~'....__ __________ __:__ _________ ~-~ / ' ' I I ! ' w ! i ,, I I I ' ' ' ·, ' ·~'4 ~ ·t ! 't ' I ~ • ·l ~ f ~ .. I I t °' r I I ' ' ' ' r,~111.l0 '"/" .i11J. 111\ (Lr.II n fllt.l; !tnD ~o1, 10 "?8HAJT·ffilT~Hl~ 1>1Lfl"; 111!0 ll!T~ !~% f: Mill~ H. 1.b UJ Cl z ?: < II: 0 0 II: < 0 z < ti .---------------------... --------------------------------------------------------------------------------------------I\IJ,/ #5 tot 8, extend l'-6" ,nto pile cop or extension. w-w #: 5 total6 w-w --~ <::) _, C\J w 4-6x3'c..O"dowels permitted into footings. ti • ':::. Cl) 1::1. -~ Vi ,!:: ..._ ':) g, ~ P= ?9,000lbs.min. w-w w-w Precost Prestressed Concrete. --....___ P=I00,000 lbs. m,n./ x-x Precast CLASS XI PILES Place diagonal of pl/e parallel to layout line of footing. x-x 15 CLASS xn -~ Cl) ~ -~ 15 & ~ I PILES II I I\ 1c ~ ~ 11111---!_ ct I I I ' , 11 I 1, I I • Cutoff line~ X I,) ~ (C X ~ I I I "'--!. • I I • ------C) t::::@, I~ Iii • I ---~ I :1 \ I: I -i ' ~! f.j ::: ~ I f.j ~~ ct: "'t-~ • Y-Y ---~ ..... Cl) ~ ..... ~ ..... !::i ':) 15, y • -~r~ ct .--/~ ----@J ~ "'t-~ • "') Precost Prestressett Concrete.\ # 6x 3'-6" min. lot 4 1 ( (with extension tot 6) -~.----~-tt-~-~IG ~~~ h) -t • I'-· h) ·S: ..--I • -...'..E: -'E: J, " .'..\ ---. ""----1.. ___ ,_..,_'17 'p =130,000 lbs min. Y-Y z-z z-z llllll I I I \I! I!-:.: y I I I • I I I I I ' ~ t----l I I I I I +ct1 1--Octagonal or Circular 1::: r-11 ~ Section, Optional. E • (C ' I -- DIST COUNTl •ouTE ..OST MILIS--TOTAL l'IOJ[CT '!~11 .T_•_1!.:. 11 SD CR. Cbd. s-stJ-1411(2} //9 /4/ ~~;~·9~- BRt& E'-GINEER REGIS 'ERED Cl'J IL ENGINEER-l1crnSS595 #. 6 tot 4 o,TE APPROVED _,,.S,=e.cc.::o..c...1,-=e~m.~',O~e=:t'"_8.~,-c_/_9~7_0 __ _ (with extension tot 6) ~ Ill Octagonal or circular section is optional. Low Water Elev. in Waterways. R-R I I I I I I I ~ ' L -~ i 1;- ~ (..i t:: a -- ..... ~ ~ ~ ~ -.::: ~ ct ...... 0 ~ I:>, ~ -.J ' I ' 1-rwJ 1:1 I 111 I 'I I Ii I I 1:1 Ct1 .--/ b "') ~ ~ Q) @i ~ -t:: ~ @ -!<-tJ ,;-t ..... C) a . \ C: Q) Iii ~ 1:1 t • ~ ::: "'I' 1' m-..... , "') @ 1\1 I 1:I ~ ~ I I\ 11 \\1I 1:1 r 14\11 -.J 111' 1 -t ~ I I I I E: I 1l1 I ~ :'1::1 C) -..:::: -' I ---: ~ @.i c::i ill l'r) • I --- Ii) . ll) ~ '-.5 ~,. -~ ~ ~ :-.... -.::: t.:,, . c::: .... V) a Cl) ..... ~ I,) ~ G ~ min. ALTERNATIVE 11W 11 PILE NOTES : Alternatives "W" and "Y" may be driven full length or may be extended. All exposed piles or pile extensions shall be consistent in cross-section throughout the project. PRECAST PRESTRESSED PILES: NOTE "F": If section used is larger than the min. section P = Prestressing Force ( After losses) shown, then "p" shall provide 700 psi min. Concrete Strength: f'c [,J 28 days = 6,000 p.s.i ( Alternative "X") 4,500 p.s.i ( Alternative "Y") 5,000 p.s.i. ( Alternative "W") Alternative "X" may not extend above ground line nor be used with pile extension "R ". ct ct: Cl... ~ ~ ~ ..... Q) c::: C: ·--..... Cl Q) ~ n ~ ' Cl) I,) [ ~ ~ t:) n Q) ,:rr,,::: Cl... ~ V ~ t; (C ,.(() ' ,. t:: .... l: ~ ~ .... ' 0 @i ll) ~ G·· ~ ll) 1;; Cl) ~ ..... .... t.:,, ..... ~ ~ ~ c::: ~ ~ (I) ct Cl) Q) t.:,, -.J t.:,, -....J ct c::: c::: ~ ..... ~ • ~ V) "') ~ h) t:) ~ @) I,) .,_ @; ct ct: ~ -.:t' ct: -~ ----_j • __j_ -@;,. @, ~, ~, "'t-"'t-'-.., ~ ALTERNATIVE 'x" ALTERNATIVE "y" In Alternative "Z" the No. 6 bars shall extend a m,n,mum of 12' below the lowest of the following: /. Bottom of footing. 2. Top of final ground surf ace. 3. Top of original ground surface when piles ore driven through fl/ls. Closs XI piles may be substituted for Closs XII piles. ' _, "'t-r-1J <:I: z I. >f .==,':=-, ~fJ ~t~ II 6, see Note "F" -,, # 5 go. wire @ 6 11 pitch ~ ]'"\. _...., l/2"mox. I in 4'-011 - TI ~ m,n. 8trt1-0tural Detaile Checked By e /" kf'/ ;../ Reviewed J,!t), &CJ< ~ ..... ~ ~ ~ l: ~ """' -'i::: \, ~'~ ~ ~ ~ g,, l (I) lrj --.J ~ ~ ~ • ~ ~ z I PILE EXTENSION "R II Permitted with Closs XI Piles only Note , Except as noted, all concrete in piles and pile extensions shall contain not less than 8 socks of cement per cubic yard. In the prestressed options of Alternatives "W" "X" and "Y" the 1 1 1 concrete shall contain not /e_ss than 7 sacks of cement per cubic yard, provided the clearance to any steel from the surface of the concrete section shown is increased to 3 11 • ALTERNATE 0 A" STATE OP' CALIFOflNIA BUSINESS AND TRANSPORTATION AGENCY DE~A .. TMENT OF ,.U ■L.IC WO .. KS DIV1910N 01" HIGHWAYS A /0 11 minimum diameter pipe extension ( thickness = O. I 793 "min.) may be at the tip of Alternative "z" when taper is· 30' or more in length. used AGUA HEDIONDA CREEK BRIDGE CORROSION RESISTANT A II dowels or bars extending into slob or footing having a depth less than 2'-0" shall be hooked. · !>WG-qo~-1 CONCRETE PILE DETAILS-45 TON 1----'::....;:...:....:..::....:...c..:=~-=---=--=--=::..::;::.........::::...=....:.....::~=:..._....:.....:::.---:;=..:.,.:..-==-- D ES/ G N LOADING -= 45 TONS BRIDG[ NO Al38 85 l'0ST DRAWING IHl:n Of' IIILE NO. II 12 lt[VISION DATU WO Ois,11go1rd prints bearin9 eorlier revition date, ---+ I I I I I I ' 9 ~200 -•--------·· ---- i I i I -~-. " ... -" ' 0 ,9 " .JI 0 ,' ';"' ... ,l ~ > & <I "' ~ ~ ..!) ,._ -~ ,) 1' '-' " • • C ~ • w • -~ 0 C ~ ·;: • ,, . 0 • 0 " .5 " 0 X 0 0 "' w 1-- 0 01 z z HOLE 1 40 CLAYEY SANO brown CLAYEY SAND, some pebbles, yellowish brown SILTY SAND, brown 30 GRAVELLY SILTY SAND, dark brown SILTY SAND SILTY COARSE SAND, dark brown 20 SANDY CLAY, olive gray 1 0 SEA LEVEL / , , , / / HIGH PRESSURE / , EL CAMl1'!0 REAL HOLE 4 I FUEL LINE / , / / {--------------- : EX I ST I NG BR I OGE • HOLE 5 WAlER LINE 40 HOLE 5 30 20 10 0 SEA LEVEL 0 -10 G) -0 -30 ,,. 0 f:.'' .'~~-,,_ , 0 -40 ,-----,,sci', CTYSAND, loose, coarse ~ILTY CLAY, gray SILTY SAND, brown, medium to coarse, very loose SILTY CLAY, light gray, soft SILTY SANDY CLAY, gray, soft lost sample, loose SANDY CLAY, gray, soft SILTY SAND, gray, medium, slightly compact SILTY CLAY, dark gray, very soft SILTY SAND, medium grained, gray, compact Ct.ASSIFICATION OF MATERIAI.S BASED ON STANDARD GRADE SIZE LIMITS LEGEND OF EARtH MATERIAI.S 0 100 ,.,o 00,,,00 0 00 ... ., I\ q,, 0, ~ SILT percentages 10 0 Oiogrom showing the basis for estimates of grade size distribution used in determinot1on of eloss names. If gro,e1 is present in appre- eioble omouMs t~e term "'gravelly" may be added fo the class nome,vii:.''gravelty sand." The te,ms "coarse·: 'rTledit.Jrn" onct"fine" when 1..1sed to describe sona, sitt ond grovel refer to standard grade size timifs. Grovel Sond Si I I Clay Sandy Clay or Clayey Sond Sandy Sill or Silly Sand Silty Cloy or Clayey Sill Peat and/or Or90nic Maller Fi II Material Igneous Rock Sandstone Metomorp hie Rock • HOLE 2 30 0 10 SEA LEVEL -10 -20 -30 -40 -50 VERTICAL SCALE 111 = 1 QI HOLE 4 0 0 0 0 0 G) SILTY CLAY, I ight gray, very soft SANDY CLAY, gray, very soft SILTY SAND, gray, medium grained, very loose No sample recovered, loose SANDY CLAY, gray, soft SILTY SAND, gray, medium grained, slightly compact SILTY SAND, olive gray, fine to course grained, some thin layers of clayey sand, slightly ccmpact SILTY SAND, olive brown, medium to course grained, slightly compact SILTY CLAY, gray, soft SILTY SAND, gray, medium grained SILTY CLAY, gray, s:cft SILTY CLAY, dark gray, soft SILTY CLAY, gray, soft HOLE 2 30 G) 20 G 10 @ @) SEA LEVEL 0 -10 @ @ ;:·t\ @ -20 G) -30 -40 -50 -60 y COUNTY OF SAN DIEGO, CALIFORNIA AGUA HEDI ON DA CREEK BRIDGE on El Camino Real Bridge N.!!.Al3B-B5 F 1411.10001 LOG OF TEST BORINGS Sheet -12.. of .l2__ Sheets Scale: Hor, NONE W.0. 3-2084 F.B Recommended by: Approved by, COORDINATE INDEX ______ N. No. Descri tion WATER LEVEL FINE SAND, loose, olive brown, micaceous REVISIONS SILTY COARSE SAND, gray, slightly compact very soft, probably silty clay CLAYEY FINE SAND, olive brown, very soft ~!o sample recovered, sampler clean, probably sand SILTY CLAY, gray, soft SAND, medium grained, gray, fairly clean, slightly compact CLAYEY SAND, gray, soft SILTY SAND, s1 ightly compact COARSE SAND, gray, c:cmpact No sample recovered, sampler clean, probably sand, slightly c:cmpact SILTY CLAY, soft HARDER BELOW 615 CLAYEY SI LT, gray SAND, slightly compact, gray, medium cl.ear SILTY FINE SAND, gray slightly compact SILTY CLAY, greenish SILTY SAND, greenish CLAYEY SAND, stiff SILTY SAND, slightly compact SILTY CLAY, stiff CLAYEY SAND, gray, sl iqhtly compact SILTY CLAY, greenish gray, stiff S.P. 126 Vert. E. roved Date 0 Blows/foot using 2.4" I .D. @ CLAYEY SAND, greenish gray, slightly sampler, 300 Lb. Hammer and 23 11 drop. compact -70 0 CLAYEY FINE SAND, dark gray, slightly compact SILTY SAND, gray, slightly compact LEGEND OF BORING OPERATIONS rn Sampler Boring t dry l Rotary Borin(l lwet) Auger Boring (dry) Core Bearing B-N2 Top Hole El••-I 2~ . "~•~ Descriot,on of Moteriol Cosing Driven---,,.,;:~ /Uni.t Weight (#/cu.ft,} Size of Sampler t inches) ~: ",1-!C,.,.~/% Moisture 35 14 >~"103 64 C Consolidation Test Blows per Foot _,, ~¥} w I ev. lus1ng a 140 lb. ~·::-Dote Measured hammer with o 30" t<··~~Conformoble Moteriol Change i:S"'" drop,or os noted.) 1.'~~ Estimuted Material Change Unconformable Material Change. Date af Borinr;i 11019-134801 F1411.10001 EL CAMINO REAL R.S. 1800-1 AGUA HEOIONDA BRIDGE A13B-B5 SHEET OF SHEET 12 OF 12 S.f'. NO. 126