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7683 ~� I r t t„ t, t t, t r r, r r, r t,,,, r, I„ g r q r r p, t q, q' 1' ' P' 1' ' P' P' 1' ' P NICR0F1 LMED AT r ,P R' 9' P tP rp tP ,plq,lyt q, t,tlgtlgt. t1rl gtlgtlrytttP np1 +InTtt t+1!Tgrnit PpOItPlgt rpltplgtltl' '1'I'Itlr,'Itp s tl'ItN1'Pltt i'I'19'PI'P tl Itl Itl I I rl 1'Itp1 I I I I I I I I III 1 1 7 1 I a I I I I I I I o I I I I I I E 1 1 1 1 1 1 1 : 1 1 1 1 7 1 1 I I 1 1 1 s III I s 1 I I s I I 1 JT I I I I I J9 3V1 Y2 24 1 1 . REDUCTION l `7'r7 r�'1'I 17 1 1 11161 1I 1 �l 1 I �` I t I 7 1 1 a 1 T 1 t I �z a � z r I I ala I ass "� zl zli z�i a alY al sl .1 �a .1 ads zIT zla .1 sl �1 J �1 J a� Ja J ,I J �I J d .I .J 1 pI (� e 1 1 j� r ty - I j �.), ��(_(ji 1 Ff 1 111 I I 1 E.p.l_E.E.j,11111 �-LL "I.l.lt' � .I , . F17 LLjl l 11 i E t E 1 I ti E 19 E 11 E) 11 E 1711 F 1J,J�] ,jjIJJ t j�j t 111 E E 1 P9 i 11 E 11 11111.FI11 11 7 n J11.JJ_L11 P�1. 1111 .),I.L4111.1.1.1.1.)7l1.1J.1 a_I.)1 T"1.11 -1 11. LI_PE1.�.J_1J1.1 LLI 11 I 11.L .1.L11J1i.i . .,. �111LI11L17 _E -1111 1.L1J 1� L1.JJ1.11- LF�.1- 1LL�J E l� 11 E:� 1 E i:I 1,1 t 1 I 1 E 9 0 tuF. Min liCll� .5�:'ll' -tBlt COUNTY OF SAN DIE60, CALIFORNIA ! 1 1 ra K ENCINITAS CREEK BRIDGE 4 an E Corhioo Root PILE IF ELEVATIONS ') bllR4 N -B3 ! 1411.10001 S.P.Ie .� SPECIFIED TIP Esn N1TE O TIP GENERAL PLAN '...,.. 3,, ABUT. 1 NS' •40' t I] h n ` I L. .'.! Sheet- of_.Shwb Sate: Nor. A' Vei ` BENT 2 •45' 040' - We ) t1 -q' a1G e,i.Y b/ W.O.# 3 -2080 F.B.# GWi.) 40e •35' � , , : . • -' RecatlmendN 6M � I I FO/ oC iu0/ tip a /CV. $TATT$ If BAIIFORNIA • See 5ht( brf s - alwrewler• O TYPE 1 FLARE Dal O L = 48' C9UN1V NeINE N.4E IIeL, T = 48.39' COORDINATE INDEX _ NBrbN. N. E. R = 226' Cpr,etr. Compl. Date _. N BVIN Rev. SEE SWEET 8 OF 13 `t A N E h Be Winer REVISIONS to {Iril tbf+e�r ltleeq IYt No, I Dewription - By I Appevvixi I Data }Q' _ _- _- �.__- - -- N• CORRBINAtE INO[A P Vi r. •e Q ; 1 \� r -. U•.G tN,•,NG111 L,•� SM(: 4,ClNNr !,;,p) it �1 4 EXISTING WING- - Y' 2! WALLS TO BE d Y RENO ED 3' N - P O P I r O •'' FJ' u � U o f 1y e � z � u a w W •0.43 Y R. S. RS 682 - A G 1 F rn e � .�jt � ,"n FRGFIL® G fi4�DE No Scalc: 1 . x 17° SKEW !, 1 E PAYING NOTCH PAVING NOTCH 3° B B. 4 9' -7 " ;n q I,. 0 r - I C - - -- { MEASURED PARALLEL TO LL R.S. 1900 -1 4. BENT Z CL ABU •`... , I •0.43 % '. 9 1/2n ABUT. 7 2g,_0„ tA, _O,r R.S. 1800 0 N.W. b S. F. CORNERS H,o- Noll.; 1 N i° 38' 13" E B PP P. RAIL RAIL 9 -11 TYP^' K S R � COiNE f,' S' -0" - 1 r: 4 9 - RAIL E 9 - R ^JL R. ll o -tilt SKEJ NUI SHOW; ;4 ELEVAI IL1: � 1 B.B. G. BENT 2 E. B. TYPE B r 80+69.35 80.94.13 81 +18.91 J L� 1 1 '2 i ce' SENT 2 r w ABUT.1 �'1 J ROCK SLOPE PROTF.Ci IUN_ i I L r -A`D 3 C - TI 1/4 TON METHOD B 11 DRIVEN C "_NC. PILLS (4; T:;t!`) CLASSII SPECIFIED (SEE O0;F FABLE F03 TIP ar _ 1 112: 1 SLOPF TYPICAL UNDER - - _ - - IJOi E: FOR CHANNEL ION 5 BRIOGF R FOR CHANNEL PROTECTION R SLOPE PROTECTION DETAILS 8:�!GN11i1FS FI FVaT l OP n w Scale: 3/16" = 1' -0" SEE SHE. 12 OF CF ROAD FFi C01:ST. PLANS be , a R ! '14 - INDEX TO PLPNS l ' 1 �• - r..' ,_." J• - 2 -0 d ., 11'- • - "t -6" _ No. TITLE 'CpuRECiros.5 SY_ GENERAL PLAN F Z. COivJ &aC7 =`i3. TYPICAL SECT 1011 >, 3• GRID GRADES I( 4 FOUNDATION PLAN _ o 5. ABUTMENT DETAILS BENT DETAILS TYPL 1 FLARES 6 • L - 48' -6• 8. DECK UNIT RETAILS T e 48.3^.' ..=i 8. BRIDGE APPROACH GUM RAILING Btr4oleeel Detelle '�. W e P UTILITY RANGER PLATES CAST IN RAIL - TYPE 8 (LAYOUT) BRIDGE APPROACH GUARD RAILING Choaed R = 226 1 9. POTH SIDES. SEE DETAILS 'GRID GRADES" TYPE 8 (DETAILS) 11 . ��! • '�( i SEE F WEFT f F 8 0 13 SHEET 3. TOTAL 12 PLATES REQ D. AN 10. BARRIER RILINGSiDETAVLSI PL [• 1 ^:,.;�� NOTE: FOR BRIDGE DRAINAGE 51 • Arnr•ral Raooepli ! ( - Scale: 9/8" = 1' -0• SEE ROAD PLANS 12. G3MCRETE PILES DETAILS I 13 LOG OF TEST BORINGS �IOOIOBI "EP 1 � 44 2 ``` //! ALTERNATE M A" . MIL'ryrrp{77F� lr /V / r / nB1R1?4B0t r 1111.10001 EL CIAINO R.S. 1@00 -1 HIEIMI TIS CREEK BNIOR S. P. Ill i SNFCT OF OF SNFF( 7 Of 13 S. P. R7. 124 et Alternate, ♦ euE�w C iur Mh Bd4P �S I g00 - I J. D'" leje Imele,ite,e, laree,k Bridle, on AS K. (ft-id" File,) Gooloe Real (33 eAee,te,) ... - I I I I I I I I 1 1 "12 I e r r r r 1 r I 1 IT +11 171 q+ ,p It 111 Ip rP Iplgl IPIq +Igllgl +p1 +PIgrI +plgrlq+l!p rplq +Iglllp +p glop rp ql +p rp +p IP Ip "J4 'I: 3 IJ6::I: ISil2 -. • "::::: , : 9� 'P 9: :p q+ +p 'p +p lq:1'plgr q'1'plr „I MICROFILMED AT r1 +,rlrl qrT I+Iq +19+ qrI +1+ 19'Igr q + +plq +Ir1+ IPTg11 +1 E+1 1 +1t P1 +p +pl +l +lq +IrYt IP19 +Igtle7 1 1T19TI' 11+1 I 11 I 1 1 1 1 I I ,,,,1, I11rplrm I' 1 1'>Is 1 I ! � I I >la s alz s�z eI als To Jd 218 zl c >J z�z >♦z sly �.I a� a�T sle .,1 �� Jo .1 JE J ,I �I pI /� ,1.1 1 Y411 REDUCTION dllll�_1111.L1J..Illli.t EIIIJE. I. UJILLJ. il�ila .1.- 1.11.1�_1J11LL111�111.J.LLJ 111111 _IJ1i1.111.L11LE1.LU1LJ1.1 J11LI1J J17. 1. 1. 11J. 1 .UlWa�.l11- 111.11E71.1- ILLLIl . 1111. L1. 1. E- 1' L. ll_ LIII11lIILl1I1. I1. r1LI1. 1L------ 1.1_IIJa.J1.LTT1.Il.U117.1111L - L11.C1 .Ii17�LLi1 11 -iIL L�.LU1].1111 J.u111J1.L�- LLLl.L1L1 IIA L11 . . tll : an. arx Iona R am F� I: Ix[fl wall COUNTY OF SAN DIEGO, CALIFORNIA - ENCINITAS CREEK BRIDGE on El COmNa Real Brio NIA13B-B3 F 141/10001 SPI24 •. TYPICAL ECTIO - SxM 7 _ d j.L SRIab Sulu Hpr. A M'l' VeI WI Inv_04..... F.B.# RecpmrroMM 6y: I>.a Apprawd bill ,Q� 9 1 R.S. 682 -A Ma_ll1{k1L� N.A1CH LINE wuxrrE IN R R &[. ie . COORDINATE INDEX 6 +-5 3 /8” Cons!,. EOmpI.INb ._. Al BulllRw._ _.. _.._. REVISIONS No. Deecrl lim B A DRIB ta OARRIER RN LING EXISTING 6 'IDGE _— tbt'E o 'YPE 4-11 i d sly 20' -6 5 /8" 20'-6 5/8" 0. 10 pjy . , n ) Q St /Q r o Ai ;owr,9 r _ PROFILE GRAOL '? , 0 0 A.C. PoVYrq _ —z % R. s. leoo -1 2 ; j SLA _ 3i mu N � � 10F Y 9 6. EL , - 1 S EE DETAIL , SEE DETAIL CTJ FOR PILE CAP 8 SLAB ANCHORAGE - FOR PILE CAP d SLAB ANCHORAGE MATCH LINE ��, • I - SAPPIER RAILIMC TYPE 9 -11 16' -O" NOTE: THIS SECTION OF PILE CAP CAST ' - PROFILE GRADE ��lO A. PpVl,7l� + R.S. 1800-1 CAST -IN -PLACE SLAB HORIZONTAL FOR MIDDLE P.S. - t'� TEE P.AILIN6 DETA -2 % SLAB BEARING -2 % —.— I r "$RID GRADES" SH - -. - _ PRESTRESSED_ - - -.. -SLAB UNITS - Iar1RR"1 V. !� E rk f . TYPICAL SECTION NORMAL TO Q R. S. 1 - 1 . Sale: 1 12R a 1 ALTERNATE 'A' - � � - 11019131801 I 1S N� `f F 1111,10001 fl WIND REAL R.S. 1100.1 ENCINITAS CREER 0RIO0E A13B -03 WIND SFP I2 672 UNIT OF SXEET Z OF 13 S. P. A0. Ili LMEQ ! i _ >malRitRS Csa.k mddy'R Dea14a • 4.02 m1AO1tRa Clvee BrUp aw n ' C"m 2"1 EE3 t16mM3 1 I , ; +plq,Hrp 9+ N,IN,I,1, ,PI'I +I +PIq, 'plrplq +l,P ,Vlq,l +plN, p rPl +plNrl N+ +plrlllq,lq, 'pl+plgrl'p N +N 9'I' 1'I'pl9' g9grl q,l N' q'P19 1' 'I'P19'I'I 1�9r1 I'I'I Irl+ 'rlq'I I I ill Z l I I I I I IS T, .T , 1+y ::..rlgrl+p!gr grPp�q +lNr +pl +1'1 9+1 +P 9rlq,l+P l'p +I'19'Iq,1 MICROFI AT , 1 , PI+P +p1 q +Qlq+l,lq, rP 'Plq,),N +Ir19Tlgt�T Nlq,lgrlrl +I +I 1 + tl•IKTI'P 1 PI 1 111 III 111 I 1 111 1 ( I I I 1 1 1!' 1 1 14-1 REDUCTION � I.tl 111.,111 - I1 11 I I�iE� ( 1 1 1 1 �1� .1�111JIlll +l fi 1 Y 11 4it.[ � E 1111 � 1 E E 1 Iy�j1 E i E ss E• f ,1 T E E III l i l I 1 I 1 ITI� 1111u�1111�1 I Ii I�111.7�11 -L LIJ. 111 'LL1111111� I I A l I. 1LI 1. 1. 1-A- LI111I-L. 11J' L.1111I.1117- 1- llllll_L11�.1llJ�� 1 t l n 1_t L� 1 I t f'�.. F K i uc11 INKY 71 AIY. RaK Ki I . +K1L p[[T lilt. K r 1 R tNl. 4 A 41a Y I A C ^LINTY OF SAN DIEGO, CALIFORNIA ENCINITAS CREEK BRIDGE on El cam" Real Bridge NAA138-93 f NIL 10001 SR124 MIS M Kkalls - CALIFORNIA OMOINATE SISTER EEIR II sn•zY 3.- or -1 ,� Sca r NOr'alCB'A I v.' __. wo'L- -2 084 F1 ._. __ ) R¢em m•ne +e oY t 5 o,,4 eY `/f �• y ''4�'O c EDGE OF DECK X' �9 ' , I I 1 �,/ 5 l q q,93 9� D E TAIL ;N[R•`I_ 1 SEE RAILING _ 9� 4I., �q� -1F> �q. �� 1 . � _THIS SHEET cOORDirvaTE INDEs �p N — —E. O' 7 'q, 2 C Co a D N Bum R• _ a ,il 11 S' V �U I r D...F...i.. -i- 1q 1q Q N° Ovum en �flr AopenO� DOr` 3 3 ff( M V� S >E utl GENERAL NOTES a 7171 VI k ;� DESIGN A.A.S.H 0. (1965) K LIVE LOADING H520-44 d ALTERNATIVE I O o REINFORCED CONCRETE f = 20,000 P.S.I. N =10 i 1 q5 gD. Q zoo P.S.I. F L R. S. 682 -A v � — i PILE LOADING 45 TONS _ O r ° N + , T. `1 aw G.R.S. 1800 -1 1�5 q 5� i'TQ•� �q•� 1q X' EL CAMINO REAL N 1. 38' 13" E , 0 - k5Y1' -4" TOT. 2 N EA. PLATE �pp o a/ 90 Qo 9 o / / SLOPE CHANGE LINE .n STEEL 4A!,GER PL 9TE5 -FOR - Y RAILING DETAIL FUTURE UTILITY CONNECTION. P Scale: ' = l' -0" SEE DETAIL nA ". LOCATIONS SHOWN ON "GENERAL PLAN" SHEET 1 OF 13 A LOCATION FOR 2 -M5 R . 04 EBAR 1 /4u "l3 6..6 /B• PLATE w} o �q$ 1�' /1 1 1 ' �q• T . r ib EDGE OF DECK (GALV. AFTER FABfl ICAT101!) 0910 GRADES Scale: 1/8 a 1' -0• NOTES: DETAIL "A" Hcrxv�re! r _-,:1• 1. ELEVATIONS ARE FIGURED FROM EAT 10' INTERVALS No Scale Ce•.ao1 . - LE %ip /� THESE ELEVATIONS ARE AT TOP OF DECK. I 2. MATCH GRADES WHERE NEW AND EXISTING DECKS JOIN. 1`;; IIRIS - uaBl ALTERNATE R A' f ^' F Illl -10001 EL CANINV REAL A.S. 1100.1 ENCINITAS CREEK BRIDGE A136 -113 1 SHEET OF SHEET 3 Of 13 S. P. NO. 124 :EP lZ j { .r - I SP 324 Alt•TUaN A 1 ( , N _ - Da de • Al.tt Aset[ats Creole IIS/6• m II ` _ - . (Bei4• ri]w) - Ordm Awl (33 ah"t.) i IF _ .. _ r r 1 t t t r tr I r r r r r r ql rlr tP ql rP l' tI111 p ,11 q, Ip r lg r grllplgrlgr grlgrlq rl g q I grl,plpllrP I rl' I' i' I' I' I' i' 1' I' I' I�I'Plq' grlil, ,I,I N1 1 �I't'I'�l r , , r r r MIOROFI LMED AT I� ggqql gq'I'1'I'I'I' '1'I'I'I'plgl Ip grpapP ggrlqTrl IPPlgri qlP ngq.lglpl mpPpnlm .11)+17TPP O T1'1r111r1 �1 11r1r1r11111 72 1x111111111731 1 I 1 1 1 71 1 1 I I I i -I 1 1 I I I a >✓7 I I 1 31t �7 �0 411 2 +d3 W4 #5 W6 W N 5! I'1nx1 �1 I Ir q 1' rlrlg4r S , Vly, 1, 1r Pl,l,lgr I {'P q lryr1 I 1 1 1 1 1 I a - �� .I �'.B JLI1II a CIS �# ,1 �7 ,t �S �7 ,1 .1 pI'.1 .I .I p +/� S� d S t�# >I7 � 1 2411 REDUCTION l ■L ■ 1111.�J1111.1L1�.W7a L�LLUA J .111]JJL1111.1IJ1LL111111y1W�Lt1 111�J1�L111�L11ti111. 1� I�IIIIIILL1�It1 11�1111�111 -I �.L_L17JJ111111 I1IILl1.L1�111.11J1L1 1. 1J1�. 1 .11_11111_LI117.LI,LL�L1].LII 111 1Lll11} t[n .11 l�.la 11j:1J.7�.�1_I.I1:LL ': �I11L1.11W -... .;. I I I ao n yI1[ r nn, awn mnr I COUNTY OF SAN DIEGO, CALIFORNIA ENCINITAS CREEK BRIDGE on El Cemino Reel . 3ridpa Na AISB -EIS F 1111.10001 B.P124 . NOW by -.. i 1 w.o.S 3,Q r e ti — �/ wJ i = Y ADOrO •" "Y D01D M% h W. - - -- 3 8 a o EOGE OF OECR LINE ;;y 73.49 a ,-o _ _9CPROX, LOCATION IV SEWE LINE c.�n• BNnN A "�r now n ; � y w/ . n.Y.... .. C O O RD I NATE 001. OE �A, Bolt R . ^'ice / _' —•___ A..._„ REVISIONS v1, d .. n 31 a : /� / ' -Or 4 /' NP Oran yr "vn Br `IA avr D•ra OE 7 x SEE DETAIL / / SEE DETAIL '7h o �; 1 n- + / B; =1 E XIST. ABUTMENT tom -- E %I ST. PILE CAP I ; EXIST. ABUTMENT 3��61,, Q // ll/ //I W a D. �1 k-� H AIL. CL R.S. 68 2'A Ut a O _- SEE DET—.. _. / ��J_ .—__ -. . -. / SEE DETAIL/ I / • / �n ' QR.S. 1800 -1 _ a v N 1 38' 13" E .: \ .... v... ........ 4 'S 80.70.13 ' 80.94.13 � 91 ♦18.13 t'`.i I1 -6u I r 6 \ � EXISTING S " -lam _ .�1�" 3, -O , \ \� NEW ABUTMENT ABUTMENT y I , ,., ' -' -;. 3 r�O NEW FOOTING 1 1G Y : _....... ���; a 3 6 DOWELS o 7- M6 E %I ST LNG APPROXIMATE LOCAT 12 _' .TFR L INE 3'-0" MIN. I L ' I OD Lj � ri+ CUT BACK EXISTING ABUTMENT TO EXPOSE N6 REBARS c ' BUTT -WELD 06 DOWELS TO EXISTING REBARS BFFORE POURING NEW FOOTING , S' A- TrPN,T® USE 2- #8X4' -6" DOWELS DETAIL SHEET 5 OF 13 IR F5 r `�iY FOOTING ANCHORAGE DETA n r E66E OF a / Stale. 1 - 1'-0 +• 73.19 % ° DECK LINE- .\� 73.3S - + i / J� ;^ � .. 1 -�• INDICATES PILE LOCATION OO INDICATES BOTTOM OF FOOTING ELEVATION .00 �N ��/ H . _ Ina O /%G 7'1;V i;D tlC ✓. �Lt -i,i /4_ ` , 1 7 PLAN Scale: 1/8 = 1•,_Oe "EP 12 1572 n:;weoPt ALTERNATE 'A" I ' 11018 -u1eB1 j F 1111.10001 EL ETB1N0 R R.S. 1800.1 ENC 4 CREE F BRIDGE S P. N 3 l i i - SHEET OF SHEET 1 OF t? S.P. N0. 111 Z�.81. ALbraab a BmLnitss Creak Bridge itu.am[t na m e[[cnntaa 4.42 it rtnitu 0.wk Bridge m II - * . (Bridge Calm. Wl L13 aheete) _ ..z M! F ORO ILM AT r , ,ir„„i ED r„t rrr „ irrrr, , 111111111119 r,,,,,rrr„ 1 7 1 1 1 1 1 1 t 1 t I t 1 1 I 1 1 I t 7 1 1 1 1 1��II 1 PI ImI'I t I t 1 1 1 I t l 111 Tn t nl n) >"I` 17!I*ITP lT1 I I 1 1 t l t l l l 1 I I I !1 I t ht 11 1 1 I l F In t 1 i 11 11 1 11 1 1 1 1 Ptgmpn ,19't Ppin- 1mPnlnq,t' q'Irirl'Igrt' ngq,I'pinr , nlrlgrnplr , vpl , pnpl' nrl , nlmpnpn n'pt9n'I`t' n'1't'pl , tgngrlrym'.. _.� i'pnPnpn '1'nptl't' t i 4 3s 76 117 0 312 3 2ts �• 117 77 311 _ 0 313 >!7a ,I � 3l4 vs >77 >IS >I1 J0 JI z J 3 J 4 v5 J 6 J 7 Je,I d2 S 3 ,t �_ J ib , Y4t1 R EDUCTI OM � L1 J.11JJ -L JJ.IlIJJ�.IJ11�.L1.L.I�J.11 Ll 11.1.1MJJ1 i111 1�.11LL11JJ�! I i t F I I F I 11 I I I F F F IN I I F F I 111T ,lIyyU �yLly1.LLJ�. luh e t LLLL JJ11a J n 11.11 -F111] IJ l ll_ L llill.LL1. .111 IJ.l l. 11.1- 1..111. LI.Li pl i -11111 1, 1�.. I1SJ71_ l ..l.l�_L.117.1.131- Illl.11l.1. � .- Lil.u.ull Jj]l.l' !u- I�.1J.11.1J.11JL_I_ I 1 I I� V I I I I I I y i COUNTY OF SAN 01100, CALIFORNIA 4.. ENCINITAS CREEK BRIDGE a an El Camino Real Brl NO A130-83 F 1411.10001 r 2 x — S.P. 123 I ' 0 1 //' 1” I 04 L v TOT.3 Shah rL ofJL Snwb Scale: Nor. A. SJrern yart I CL ABUT. W.O.# 3 -20841 .F.B. #___, I ReCarxnaneM bill r - a _ faile - DeM #1 12 .69 Da 2 -#4 } APProxaa b p .nai6M9 y /JS� /)u - 'o 3 " q" 1' -O" Date 1P/AE'>�T6� J 1 1 _ counry F. a[[.Ta.c.c,Tiise 04 TOT,2 COORDINATE INDEX y FOR ABUTMENT ANCH ORAGE — \ 1 L IR Canstr.CwPI.Data. — -. _. -_ As BUIIt R ev. Lil wI ply SEE DETAIL — 4 • - 24" REVISIONS Date tl No. Oexrl Ilon B OBTUSE COPNER DETAIL C # 5 24" PLACE PARALLEL 10 ft Y 4 ,� 1 CU. FT. PERVIOUS n e SUILE 112" = 1' -0" = Z' 0 p � MATERIAL 'TIED IN OF ROADWAY ' BURLAP SACK • _ 04 TOT. 4 3 �j `� s•, — — RI- WE ES ,ill' O" 0 "ABOVE- T 3j EACH DRAIN NOTE: PROVIDE A ` £ I' ' �R;w j r °• GROUND SURFACE. SLOPE 112" PER FT. h i MIN. s 31 REMOVE EXISTIN7 WINGWALLS _ 1 3' -0" BELOW FINISHED GRADE MIN. #5 U P24" c �� 3 u Y J i a 1._0.. N4 TOT. 2� .. e _ j C F U � _ - B CGnT. KE� 4 -06 TOP d BOTTOM #9 TOT. 2 :a. ~ N I1 1 W 3" T 18 -- _ �1�IlI�r/I J 1 3.• I #b EACH PILE _ w #6 @9"-: 4 ,18" 6 'FTCCETS' 71 w 1 fl - - 1' -6" 1' -6" 6- DOWELS OR USE i \ #4 - TOT.3 1 s X3 i VERTICAL PILE REINFORCEMENT 04 OT. 2 N' 1 p. SECTION A -A ` T r \ #4 to TOT, } SECTION B -0 0 - _ Scale: 3/4" = 1' -0" ACIJIF CURNER DETAIL m o RAILING NOT SHOWN CL ABUT. E ABUT. 08 x 4' -6" DOWELS _ - g GROUT RODS INTO EXIST. #4 P 18" OUTSIDE FACE 6" 6" ABUTMENT C 9' -6" r CAST SLAB r 2- # 9 �- 1 2 [f t f " q m PRESTRESSED SLAB- o + ���_— • -.. • ..;5'.�t a DRILLED HOLES 1/2 X x0 " ELASTORERIC s _ . -. - UN 'DOWELS - •'_ - \ BEASANO POO ---- -- .• .. . r • / #qU a 18u flOUGHEN SURFACE NEW ABUTMENT EXIST. ABUIMENT .i B o DRILLED HOLES BEFORE FOR DOWELS NEW ABUTMENT ` I # TOT. 2 y y � 'i6 - '1l 94IRSiDE -FACE 111TERNATE_ I _. SEE SHEET 4 OF 13 - Tr_6e 2 , - C SECTION C -L e_v^etu e- Deee•:e �. PLAN - Scale: 3/4 "" N 1' -0 - DETAIL a Scale: 112 " = 1' -0• - Wt NGWALL ELEVATION Scale: 3/4• y Scale: 3/4 n 1' -00 LC 3,1 /s i `7EP 12 g nD1e.134eo1 ALTERNATE t �FiLME22 ' F 1411.10001 El CAKING REAL P.S. 1300•1 ENCINITAS CREEK 09106E A138.13 SHEET OF SWEET 0 OF 13 S.P. NO. 124 ._..._. . , ,- , ,,.,,,., .....- .mo •...— . -�... .•-�. _.__ _ _ • . BP 326 Alternate A Hxiaitas Creek 14lfye _ - ,- ». ' _nu Emil m ue eo wnnr -" - ... -.; - '` -. Deailp bd2 10eolaltu Orarea Oel4ie x II ... .: : r•.».•.., Lm,l4se nY . ° ) Wdno Dad E33 shasta) :5 r.. I t r r t t t t t r r i r 11 t t tR I t t t I t I 1111.1 t t t ll t r•t t llr tP '1' Nt qr ,1 qr 111,111 rp qr to .1 qt qu qt q1 qqr l r!r lrlrplrP ri'I'Itl9rl q'1'1'igrlgr grlrplgrlrp Plri'Igr!gr rlrlq rl9r!q' grlgrlrplrP gr!rpl grin' r !q rfgi.iii Il{I I I r r qr Ip 1p /P llggt R lrlgrlgr 'pigrlgrlqr "' tN1'p19rIrP qtly plgtl INIOROFI LINED AT !FrlgggtIltpppptqqr 'ppplyggr 'p t Pl'I'pl t nq'19ggq tpppl'Ppp ePltl'IgTnJr1+R'I+�mpr�� 1TI'pPl i I I 1 I 1 I f! 7 1 11 1 111 I I I 11 1 3 {8i t l l 1 I 1 3 1 7 I „I, I I I �� I 1 110 Ali 2 �3 414 J S 4b 117 419 SI 111 I {j {B 16 {7 1 12 �s e �N �i 27 ?)s x9 aJ0 s!1 fl2 Oli 3�1 7 a e sz U,jj[ - L ].Ir1..LL�J.1.11. . LLll 1T�llf '11111 0 1 1LLLLLL1�J11JJJ. 24-1 R €DUCTION" u1.1JJ.11�J.11J_I1.IJ7.� 1J11�. L1JJ_�1J1J�1.LL1.�JJ11�.LLLl�. f' + +IEliPLl.l1 J.IJ..L1J 111LI11J� .L.LL�l1J1�711 . 1�1J. 4, J1. 1. LIJ1JJ�1111iJ .I1.E�11J.L�.l1.L�JILl�lL.l 11.11ILII I1. LIIL1 .1_t�11J.lLILJ.�.II11.I.L11 J11(Il.J..L1I 11.�J1.1L�111J.I1 LLL�_J1.1111. .. f ''.. MIA. wall lull" M M atilt IRPRR . ' HM FYE _ F. R 1 4 COUNTY OF BAN DIEGO, CALIFORNIA ENCINITAS CREEK BRIDGE iiieF an Et Comlllo RAOI - ; BridpNIA1 3 13-B3 F 1111.10001 S•P ` NEW EDGE OF DECK 4 BENT DETAIL .o �\ REMOVE NUTS 8 WASHERS FROM 2 TOP Shad 8 of 13 SNttU Sole: Net. MSN Vert. RAIL ANCHOR BOLTS. BUTT -WELD 2 - 08X2`­ w.OS 3_208♦ . F.B.f! '1 DEBARS TO BOLTS. CUT b GRIND 8O1 T0M 1/4" ROUND Recanmondtd M: NEW PILE CAP / , s RAIL ANCHOR BOLT FLUSH WITH EXIST. DECK CAST -IN -PLACE Otn s `o ro EDGE BEFORE PLACING P.S. SLAB b POURING CAST -IN -PLACE SLAB. SLAB Mplowa ey, REPEAT AT EACH RAIL e / i r T CppN"E MEEK R.CA.IItIt POST LOCATION e' 4 ° . A r y � ' p "'t"N"'3" r�•�!'S•,. COORDINATE INDEX ,�` ... EXISTING SLAB "i . L ,,,� Constr. Compl. Date__. __. _. As BuiIt RO._._..___—__ N i �!bT•' • PRESTRESSED SLAB REVISIONS e1 S : 0 r m a / No. I Description B Droved Dale _ 7 Q I 49 ��inlii A /97� � 10 1 W _ e ° EXISTING EO(JE / I w OF DECK NEW PILE CAP ^ m DETAIL Scale:l �Scale:l 1 0 "0" ��66ff 2' -Orr EXIST. PILE CAP /4" ROUND N _._ 70 DETAIL ANCHORAGE InENT AL- -. _... 1" CHAMFER (TYP.) / 1 OU D TOP R •E IC 6-R7 10P d BOTTOM EAST !. �•; j 11 CAST -IN -PLACE SLAB �•, 6 R4 0 @72n •.B1 1 .. J— .-, -.:.i •i:.. Yr ,. r p, �2;. i "...y i;� p 'r o PILE CAP 1 _ —_ rO ._. ; Y; ?- >'d ?' t=io-l.Ca; ...,.......; t �. o P a ! 4 -s8 TOP & BOTTOM WEST j 6.. rt, u.':A.'i. .": _. sEX i,'.: Y.: V d , 13 a y L% Ll'...� E %ISTING SLAB PILE CAP - A NEW PILE CAP .. P.S. SLAB CLR. I o DIA. p o EXISTING PILE CAP a6[1' EA. PIL I I I PILE REyINFORCEMENT VERI ICAL ry NEW PILE CAP L: V } -11A 4 -08 I 2- 116X3' -6" 'JT EXIST. PILE E %POSE. REINF. ,- SECTION 5-11-PIL CAP N 2 DETAIL 4 Scale: 3/4 " - 1' -0" 3 - C � _B 1JEST PJ1E CAP EXISTING PILE CAP EAST PILE CAP t _ / EXIST. SLAB EXlSTislG K6•Y ' ALL STIRRUPS M4 0 12" 1/2" ...... .. .. •.., .. s! - �• 1/2• 6-117 ALL STIRRUPS 04 P 12 6-117 4 -08 { / I 6-117 ' '•10 1/4 6 -R7 Lp NEW EDGE OF DECK \ 2' -10 1/2" 1 5 1/4•Y 5 SP. N71' - " PLAN btml�ml Scale: 1/2" 1' -0" SECTION A -A FILE CAP ✓ILyL[n /- 7Y rt i 'FP 2 1972 I 4 ' p: f 1 vole -IUeo1 ALTERNATE "A w : - r 1411.10071 EL CAKIND REAL R.S. 1800 -1 ENCINITAS CBEEX BRIDGE 111311-93 34EET OF SHEET 8 Of IS S P NO 174 id,. ._�. �,... -. :_ .� • ^•114 "r - SP 124 Alto t to A E mAinit" Croak Bride . i nTt aratt t Eve mrsun tR = � ...�` - ' - - Dtalp • .4.42 1 I } 2 (Re141p TSLI 01111111110 DWI W )g III,,rIIII,rII,tIIII, VIII,IIIII,IIIIIIIIIII qI ,P Ip II q IP q'q, IP ip II, ryI ,11 ,I''I 11! I 1 .. ���7,�x 11 r,,, l l" I t„ I' s"", s,,," , ,, , I P ,P 9' xry IP sP sP'P x11 ql 1P 'p aP 11 IP '1 sY qI Its 'P1O tls ,p119' 'p1q,1Iq' , PPI , Iq'1M' 'PIq'I'Nlgl 'p10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 7 1 I I'''1't 'n1'ol'1,1,1.'Itt'Tr 11'1'I'tl5l nl'I I t 11111,1,1 MlOROFI LMED AT Ip ' I'p('pn 11 1'Iry 111 i 111 1 I 1 7 11117 1 1 1 1 1 1 1 I l t In 1st' nl PI Trp P i I 1 1 1 1 1 1 ! I ! '1 ! 4 1 1 ! _I "I I 17 QOtt REDUCTION, �2 �l 3 � � , —14% �S �i �7 �0 of 0 � ��� 1 a E � � � �2 ,1 � � 73 7✓t 75 t7 70 .,I � � � ��� .1 � �R�O �E y2 J3 J4 .,I 4�5 �6 .1 OI7 a /� N9 � , � .1 :�2 X 1101" �LJJ.1.11 - J_1.1_LLJ�.1.1J_l.1L1.1.11.IJ711L1!_L1J13]'SL1.�.L -LIA11JJ.�.11J.1linI JJI1E117J. LL1_LIA11J1- L111�11.i1.1LtAi 1L11_I11AIIII1LLA.L. )LLlIJ1.. I11tllll�fllJ. 1l1.ithIJ.11.IIIIIIuuh1J_�11J1. 11111' LLLI ]]- I,I11..ILT.LL1.111.17. { J.LIILIIIilill I I i anm t11ttW ti . COUNTY OF SAN 01100, CALIFORNIA ENCINITAS CREEK BRIDGE on El Camino Real BIrldge NRA138 -83 F 1411.10001 S.P.124 1._0« DECK UNIT DETA . SYM. ABOUT E 05 8 18" O.C. SRrt cf -ILSMats Suls: Has.AGSAoem_ vat.. a 6" 1, & / 0 a 12" O.C. #8 x 3' -6" r e 12" O.C. R 1- F.9.* r f CAST -IN -PLACE TOP SLAB G. BENT 2 R ico n i n on 0 i ° o Y' Data 1}_Ii ALIERII0.fE BENDS. ABUT. ! 4 #3 BARS 4 ABUT. 1 - Dap _ •i. -_�g _ BOTH ENDS 1 481_0« Appws4 aYl gM7i' 24' -0" 24'_0" wt•_ —�� — MEASURED PARALLEL TO CL R. S. 1800 -1 MEASURED PARALLEL TO fLR.S. 1800 -1 CdlNtr[ ONF RAE. IIaS1 n ' 1/2" ROUND COORDINATE INDEX A s I 17• A s J J (TYP.) c ' �"' I Canals. Compl• Date __ ._...___ A• Built Rw. REVISIONS —^ N STRANDS P 0 112" x 8" ELASTOMERIC 4' -0" a I _; 1; ry ! ! t BEARING PADS .a #8 DOWELS I Maxi U. 12" O.C. (TYP.) �3 1 / Yt; i r pwa 3, SEE NOiE 4 ppESTRES5E0 BOTTOM SLAB .. S; 3i; . 4;� REMAINDER 0 18" 5 SP. 0 9" 9" PLAN (�•� 1 #6x13' -0" H 9" O.C. BEARING DETAILS '. Scale: 3/8° x 1'-0" Scale: 3/4" = 1 -0" It -" - s 01 LENGTH SUFFICIENT TO ENCASE STRANDS. Feu_: n 11_011 r j 11 . ,.., i::- .�_..._........ _.._......, _..._.._._ ._. ___ —_._ _�.. -. ., ..._._.. .... -._.., .._...�.......__ SHEAR TRANSFER BAR � $ _ - 211_10" #3 BARS DETAIL•1 8' -0" 7' -11' - END BAR DETAIL No Scale No Scale 1 CAST -IN -PLACE SLAB LEAVE SURFACE ROUGH 1 - z - #5 B 18" O.C. #4 0 12" O.C. L.-STOP-KEY 4' -0" FROM END OF I SEE KEY DETAIL p 1 5' -8 1 (I 4 SECTION A -A 15 -1/2" 0 270k STRANDS #3 END BARS a „ „ • �,, y #5 010" OL TOT. 2 EA.END w SLAB BOTH ENDS m Scale: 3/4" = 1'_0" 45 0 18" O.C. 5' -8a. 411 .• b a 6 _ CAMBER PRIOR TO PLAGI 16 GAS 6 1+ 1 1" AdWR F PRESTRESSED SLAB - JOINT JOINT 6' -0" (SEE NOTE 4) pT MIDDLE THIRD AT 4' -D" FROM SUPPORT _ KEY DETAIL A5 0 18" O.C. I I Scale: 311 = 11_011 I I 14 0 12" O.C. 1 i 2" MIN. OMIT KEY FOR EXPOSED FACE OF EXTERIOR SLABS 8 AT FACES OF SLABS ! L at = ROUGH SURFACE WHERE EXIST. BRIDGE AND NEW ADDITIONS i .. MEET #5 . J - _: #3 . .. ,. - .FILL XEY.94JH..LROUT n,;t NOTES: •'o-, f •tom • '•. 1. CONCRETE f Ici DENSITY 1 15 -1/2' 0 270k STRANDS P x 353A 3 Pt PRESTRESSED SLAB 5000 4000 MIN. 115 P.C.F. _ CAST -IN -PLACE 3250 150 P.C.F. I SEE KEY DETAIL —® SEAL JOINT WITH BITLMASTIC SLAB ' S _ TO RETAIN GROUT I SECTION AT MIDDLE THIRD B $ 2, REBAR A.S.T.M. A -15 INTERMEDIATE GRADE S. LOADING HS 20 -44 4r.ro.t nt Data-lit " 2" 1' 1 1 Scale: /-0 '_ 1_ macraf 7 --' ,:r :/ G. PROVIDE 18-PRESTRESSED SLAB UNITS 5 11 1/2 "x23 10" 8 4-PRESTRESSED SLAB UNITS 6' -5 3/8" x 23--10" REINFORCEMENT IDENTICAL FOR BOTH er1A t � f, {J,( WIDTHS OF SLABS. SEE TYPICAL SECTION SHT. 2 FOR PLACEMENT OF WIDER SLABS. -� I "EP 12 757p g �. A0i � Hole- 13#eo1 ALTERNATE "A' � I F I 411. IeKl EL CARINO REAL P.S. feee -I ENCINITAS CREEK BRIDGE AI7e -03 _ - SHEET OF SHEET 1 OF 13 S p 1 } SP 124 Alt:ereate A IDalaltu Creek MUV .. - nt[ mn uu su osnonr ` _ GHQ • 4.42 30saw"s Ctwk Brtdp oa m - - (trA4p FAI) Crdro RIGA (23 tlwta) 9r rp qr qr qr 9r :p qr qr 9r qi 9' rp rl' '1''1''P '1 rp19'IrplrP rplgrlgrltV rP 1'Irl9ilip 9rlyilq,lgi iPltl9 rpliP glplpl'P 9il9,lq,lpi q q'Iq g9pl glg glgl'Iq ''P I IPI' glplq'I qlq' pl I'I'I'I <. AT , ,p „pvl'I'J ,i,l'il,rl MICROFILMED ry q�pl,p ii'pi '�'I'I'I'�'I'�, ,Igri,lgqip iq,iil,trlrn rtq�trlq qNr ggnrlqqrlr , nlrlgrl.PpIrnplq'IgN' 1 I'll t 1 1' 1 I t I't I I I'1 I I I 1 I 1 I I I I I I 1 I ., >la' ' >I 46 ,♦T a s 21x xla xl xl 2 e a s a 9 o a IT ZIG 2+ a�o sl1 al al xl• al aI al 3� J J1 �x J J a Js alb JT J� I sa dd ec Ii ds1 ..1I 24' 1 REDUCTION ��II �I pp Q ,1 e 1 ��11 A �J1 .,I .I .I ap ,1 ,1 e1 �J1 ,1 `11.1.1.LE11.1119I�u L. 17.1i1r1 1 1111. 111 -11111 ).1.119tII.11111 P11111.11 .- �r11 1111111191 - 111111 t1ITT)111111�.1)1. 111111 "111111111 /1 11111111.J'111.LLIW 11.111111nllllf lll�Illlflllr11111111119111111117I11111 .1111111111E'IIIIIf lllt•111111111 ( - 111111111 IIIlflllf91111f lllrlllllllllt 'lllllllll 111111111'lll - Il.11ull i - _ nett AID i.;r ,pp_r I SIRI[e Dir :.0 SIIq - . .aDJ[[f n . " to. cef I trot. .5). • � . /Q/ COUNTY OF SAN DIEGO. CALIFORNIA Adjust hinge pant _ ENCINITAS CREEK BRIDGE on El Camino Real See road plans for transition 2•min EC widerberm(5m)n.1 Direction of traffic B R I DGE Alas U Ia11. RAIL s.P.. * R = 226' ;_ TYPE / FLARE Pavement edge - BRIDGE APPR GUARD RAILING TYPE G LAYdJ 1 r - - -- - �4�6•• 1 Front fore of bridge s�ttt e _ pl _13 s et: scale Has. 1'AROL. —Vtrt T W �R roil line Woa -i_zoG - q k �� � � -- -- - - ` W, \_ - F/Onl face of - _ _. _. - _ _ _ .... _ _ _. - . _ c >- - -� -.. _. RxwnrrNnaW M rt Deta_�.2J'Ta - - -- t =4B a bridge rail line 48 =6" 48.37 3' 226' _ t , /p; 0; vorrob /e offset, when more ge General Plan Appro .I Ouse Type 3 F /ore. I . * T =48.39 _f Hm painthne 68=6” 68.2 6' /70 I BC R EC : � than , For offset see " e,. :!. M._. IN nett - �POHement edge — 1 — [ w PC[ awe 78=6" TB. /6 T /70' I o7 886" 8. cooxDINATE Inou n TYPE / FLARE Front Compl. tote of bridge roil line -' Pavement edge wingwal/ or as show ` - -_.. L Begin flare end of = 8// 8' / 70' Conslr Daft- . —_ -._. As BwII Rtv____ I on Genera/ Plan. Begin flare at end of See Detail X Direction of traffic 0 RLt SIONS B b "ta Wt. f Full shoulder width on bridge Adjust hinge point I'"" wingwoll or as shown ND. Drs". See rood plans for transition t ` 2'min. on Genera/ Plan. , B.0 " - -- —Shoulder edge _ - TYPE 4 FLARE 1=6 / M_EC 1 -n ni— /0 0" 3 Approach roil in median ca/ s st i9 >Q — I - - - - - 1 Front face of bridge rail line Pavement edge a /7=0 "_,1 roach roil_ e L _ten th Front Face of �L -- olon �� —. Direction of traffic + Backup plate = tangent length T /is "x/ "min Tangent J tight fit TYPE / FLARE 1.w Reduced shoulder width on brid g�(right or left J % _ R (modified)' ,Front face of Begin flare of end of wingwa// or as shown - an Gen era/ Plan - • T = tangent length -�-� _. _ _ _ w bridge roil line TUBE- WEL DED SPL /CE Be , Direction of traffic - Front °/° bridge roil line - - - - - - -. - -_- - T (modified) _ -- 6•'- .yPero f ,rPomenJ e dge ve g 3 8 6'for (_ " °ce ----- � 6X � nr +R=126' \� 1 FLARE LAYOUT ON CURVED ROADWAY TYPE 2 FLARE EC s Note W is radio/ to (font face of bridge roil line Notes y I s • T W /p%, o c g ng Rollin shown for roodwoycurve to left A. T ✓br sho /l be shop bent or fobrrcated to fit horizontal curves of less than 950 radius L 48:6' 47 44' 8'• /0" i B. Posts sha be vertical and spaced of /0=0 c.c. max. 5'-0" r.c. mm. 58 6 56.58' l3 O" C. To of roil elevations to be determined by the Engineer unless shown on the plans. 68=6" 65.85' 16!9 c 3 D. Toque roil to Post nuts to l75 fl /bs 1. 78=6" 75.12' 20'6" E. No more than onebo /led tube splice Per past / permitted 88-'6" ?4.38' 24 =3" N J F. All exposed edges sho / /be ground smooJA. A4=6" 93.65' 28 0" Pavement edge_ G. Galvanize roil assembly after fabrication. ` Direction of Jroffic 'r < N. For details not shown see Barrier Railing and Metal Roiling Details sheets. TYPE 2 FLARE J. Front face of bridge roll line is parallel or concentric to pavement edge. Approach roil in median �P /ace concrete 2 =0 °min. K. Dimensions marked * are valid for tangent roodwoy alignment on /y. Modify for into undisturbed material curved roadway. after roil is positioned. L. R for Type 3 8 4 Flare must be cnlcu/oted for each offset R 4 ,Dlrectlon of traffic Pavement edge--, Front face of bridge rail line 1 6" ' total B /0'i % "x /0% "it. Clip corner - t -- ; a if required for clearance. f 2 / "Ax / =3 "KS Boltso.•lhn:odedrodsi 2" 6" 2f 2Av4 "tom 6x 3- 4 Q , I - _ ® -. with 2 /? n ✓IS 6 wosherr'ieil gaily) "7 Structural tube I , nio (n �4 flat elevation to fit roiling. Begin flare otend of See Detail X - o Q 6 e 6x2• %4 "o N, 7 - y mgwo /l a as shown ca E.C. / 1 a / " p +xi y i structural tube. w -._ P t/ „ // } Genera / Plan. ` . BC. R.. \ Yd 1 \ � 6/2 r 1 / / _ - 3x3 x/4 " t P 7 -. e j e Roi/ f .. ✓ washers (lyp.) ' 1 - : 1 be nu Additional hex nut "A h0 /as required with threaded od I Pavement 48'5 'Front face of bridge roil line - ) SECT /ON T T - ,TI e edged L Direction of traffic PLAN ul I p 't L1 iOM YPE DETA /L X T 3 FLARE ALTERNATE N A" t 3p No scale .,riADtD9re B11-36 1 L _ 7n �/� - IIOIB1S4B01 1 r i - Approach raft m median W O nxes>d r� ►ee ro we ew. X11/68 Rev Posts to W, CU -- --- ('totes 8 E H. 1411.10001 EL CARINO REAL -- – -- � - � ,�.�- :�e_.; –..–. F -« -�tt�. R. S. R00�1 SHEET TAS CREEK BRIDGE S,P. NO. SHEET OF SHEET 0 OF 13 S.P. 1t1 Escisitas Creek arid6+ SP ut, Aitertrste A a1e[ID Desipe 4.42 Roll ' W Crask Bridge os a - - (Bridge nis Csstm ]bei (13 tOssb) rrrrr rrrrrr rr rrr rrrrrrrrrr rrr 'nrr nr I' r r l r r r r r r r l r r r r r r r r r r r r r r r r r r r r 6 9 0 I 2 l, r r r r r r r r r r r 1p r r r l rY 1 I I P 9 1 1 P 1 'P • 4 6 6 47 52 I' rrr rl I qr I I I I 1 I P ❑r qi qr rlr qr qr qr 1 I P rl' 'P '1'1'19'1 I I'I' I'I' I „rpo .ppl'I'['I'[ y�rlrYlrnpp 'i' 'ly'iq'Ir1 M)DRDf l LMED AT rlrlr 6 6 7 6 lrnIl nlr,rlggqr nlggqrpp qr qr pl'pl' gr)rplgrlgr111l'Igrlqr)rp -I Irp 1'Pppp grpppnl`I�1 111 1 7 1'Ir I I 1 1 11 111 Iq I I I 1 1 11 1111 I 11 111 I I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 I I [III 11 1 1 1 1 I I I I I I I I I I I I I I I I I I I I 1 1 1 pp ,I tI d } 1 a P4 :1 REDUCTION �I a2 d ZI3 I 2 7) 6 7 6 0 l a • 3! 2'4 aJ s I I 3 3 �A . 5 T C a 31 31 .I 41 N 4� 4� til � rJ� c (� 419,1 5�� i 111,1 I.I_I LI. l.L�.I1.11Illlf9fl f11.1 LIIIIIf'IIIIIII. LE111" IIIIII1111r11lllll�- IILIIIIIF'lllll�llt(' 11111111. L1 r11111III1011111111. 1191111I1117I1111111111111111M111 )1111 F' 1111111111' 111111111 111111111'111111111 flllllllll�llu111111 '1111111111I1111it111'11111111 )J.1'lll..l l.)11 P�11 n.nu rionn uo ru�u 1�[t! os, C 1 COAM1 SI[ r0 > ,. N A. e>aJft! •a. E! W. a ._..— �..- - it SD r T 4 p. e l t n COUNTY OF SAN DIEGO, - CALIFORNIA - f/Q� Pay /imil6r�dyeADprooch FW / /m/f Type 9 / ENCINITAS CREEK BRIDGE a B Guard Railing T e B. -i- 6x2x/rF`o / "Iha /es ng Yp Mpto/ Roi/ ng structural tubes t See 1 ) ' T on E Camino Real " End Anchorage n- B �� ` ., - �. t - ---) ' Bridge NNA138-83 FI411.10001 SP.124 Details "- 2 - I`Ox 4 "HS. boils I _ -KIa /I B •' � with hex nut 8 2 washers / -'0 - ��'/ BRIDGE APPROACH GUARD RAILING TYPE B (DETAILS) •: —. . c,_ : . — S - 9_ 01 t . 13- Sh" Bu M NOM Ven. f Wrench fight 1 ; 6 " - ... 1 w.O.a.3 -248 . - L 5x2�x %2 2'3� l F.B.x , L ELEVAT ION p 8 boo roil !G «`2 "`6" Alternate to bottom Aecommendeday , ;., �L Alternate top 8 bottom lr _- w[. -•a. ;r. 2" 6" 6WF25x 5:9'- _ roil. End of wingwal/ or as shown on erol Plan, - - hergh /1 oy; .. . [pvo"d Gen eMaLCUTilciiliei A of badge crib 1 - Place roncrete after rod IS �— fabncoted 8 ohgned: ads r9ly ". 6° 3" I PLAN L� — _ (CONNECT TO BARRIER R /L /NG TYPE 9I Approach rot/ curb is required t 1 _ with badge railing Types /0, //, /2. ' B B or /3 if the approach roadway y t6 „! 2%2 _ R 1 72 x 6x12` k _ has no curb or sidewalk. / - ( 4 _ =6'min dia B B I�Y� holes - l "o. / =3 "HS. bolls or SECT /ON A -A threaded rods each with Match elevation 2 heavy hex nuts and washer . (a /i go/v) � f A ELEVATON 3x 3x /a" R washer (Addihono/ hex nut required DETAIL E with threaded rod 1 End of wingwo// - - -- - End of wingwa// or as shown on Genera/ Plan_ limit T - L 6':r 2%4' x %4 "x /' / "long -' Y Ype , _ 'O wi th / lig" ho /es- 3'O ` 1 . Meta / Roi//ng - -- - � • 4 6 3 Tube_, �► zo. `6 =,- /ot. 2 - 2 T o l �4 1 slotted ., - �.�xc noted) - I � Approach roil curb Io be used when � - __. -Cop end of rube. , holes in tube. f bo/t., 6x 2 a 114” = there IS no approach sidewalk or _ Detoi/ E / 3 structural tube approach curb PLA - - -- - - -- - -+ . 1 5 x J- 0 _ { — N — 2 /" =0 "' HS. bolts * 4 C:] lot 3 4 x / Front tote of srdewo /k of approach curb. (CONNECT TO BART rER to /L : ✓G TYPE /DI a threaded rods with _ _,- 20' Jronsitron to meet bridge sidewdk. - - ' �� hex nut and washer. _ �N ► SECT /ON N -N `4 Cl tot 3 _ DETAIL B - Pa Innit Place concrete �_ .. y • �� limit Bridge A N . �?oY 9 pprooch Pay /im /t Type // or 9 after rat/ rs � L - /0=0, "mox. ^nrr pone /Oyp J �� Guard Roiling Type 8 (typ.J Metal Roiling posylioneC. 4:7' ro O max pone' (ryp.J Top rat/ used with i B C !B R= 5" o % . tiler Roiling Type R- 6 - N EL EVAT /ON . Y r See dN/ KNj %97y "End Anchorage Details ". } Detail B 1 ?i structural tube 7 " or ` 1 sfmtforO/ t = h [ I obt+ _ {1Notc tJevofian 71 ' a• LOT ELEVATION 61tF25 T 44" ,. 4.'0" Top of roil grade to be adjusted _ 4 _ -_ 4 -Wox2 W studs - to provide smooth roiling profile. Attach to roil with fu// PLAN bull weld hole - L 5x2�xi2xMi,? END ANCHQRA-GE DETA /LS C' X tong 0' . - , w ma.: post spacing (tYpl 8'-6 "max. It yo) / =6" _ 6x2x t /a" ' 5. ' 0' ( except as noted) �, __ _. Yp _ ,Yp_ i /t "' %a structural tube h e End of wingwolf or as 3` [ - li4 Ithole in tube -. - a„ r shown on Genera/ P/on -.� _T - _ - and angle 9 L P. Approach roil curb to be used / ' " - ' when there is no approach sidewalk or approach curb . -- - - - - - - - - -- - - -- -- -- -- -_. -- - ' ` Fiant face of srdewa /k or approach curb. - - — tale. { 2O to meet sidewalk. PLAN - COORDINATE INDEX ;. (SEMON B -B Bolted Tube Splice) Cwstr.CMPI.Dst. AsBuIRRw_ F' "ncA ABspN ( CWNECT 70 j8ARR /ER RA /LING TYPE //, ,2,GV /3) REVISIONS No. Decd - tan ed Dale ' i I g ., 11171 - ALTERNATE " A" ) 11018.134801 _ wo ...,1� ".a,.rr BII -37 d rrpwA Mr+r 4ralp w.lir...,iuen d"r« . CU F 1411.10001 EL CANING REAL R.S. 1800-1 ENCINITAS CREEK BRIDGE A138 -83 ._.,: .. -,. .: -_. >•d.w?a,�.,�„- _. ._ :'�^"" -' �,_. - -. _.� - SHEET OF - SHEET 0 OF 13 _. —S.P. N0. 171.: T]Sataitaa Creek Bridle 44324.. S1Lraate, l - ` I 8 .. DeelBO 4:42 -- " 4FeieiEu Creek Aidge eo Ni . (A•idge rile) Dassm 0ee1 h3 Neeb)- _ ,.._., :. _ • r r . q, , , q, ,p q, q, qr ,,, ,p ,p q, ,,, q, q, y, 9' q, ❑, q, q,lq, q,lq,lq,!, I, I'I'VI'I'I � '�'PI'I'�h�' "rly I'I � '�I'1 I'I'I yrlgiq,lyi , il, plyilq q,lq,lrp, q, ,i,,i„,l,, q, „lip/ y. ,,, ,,,.., MICROFILMED AT I, q,Iq,I,I,Iq, �p Pplq, ngn , Igq , Plgn , n gq,pplq, q,ln,pplq Pt •t,pnJ "'P pPplq, q,lq,P1 I r , t , 1'I,Iq ,pl,p Pnpr q'Ia'I' I r I I I I 1 II I 1 I I 1 I I I I � I I �61 �7e �2 �3 2 2�6 2 �• Z1 g0 �1 3�2 �7 3/� �S 77 3• �9 0�0 4�E 412 4�3 616 WS 4�6 47 4�9 �. 5�1 52 J 24'1 REDUCTION a �] �I ,E �I �I c J �I d p a 1 �I1111111' " I 1:1111 M!I II!!II11 I!!III!!flll!III!! 1!1111 -- 1 rllll!1111191!I!II!.17 ITT1!II!11�11!!lll! rl!!I1111!mi 11 111111 l.lEll u I !!I111!II'I I!!IIIIIFIII!lllrr Tf!1111!!II L! rllllll!II rllllll!IIfI I!1111!I1� 1!1111!If1!11!IIII � 111!1111 PII!!!I I!I'Illl!I11 !1 I !!LII!!'�III a II!J fll.11l j i may[, i�it rlliAR ilpli. " }qyE v, J COUNTY OFSAN DIEGO, CALIFORN Porop a tie e /eclr0r, ENCINITAS CREEK BRIDGE on El Camino Real Bridpa N=A138 -B3 FI411.10001 ` S.P lbi /posloncho /bons �2'5i x4 Vtot.. 4 e4�A9 tot. 3 ' .�•-/ I BARRIER RAILING TYPE 9 1 •, D 13 ro : As Noted , , ___,. � .i rT. oIe P .� n 3-2083 , - - *- -,- I - 11 i I I 1 NJ - h _ - -- -- . r r • L I L r I 1 ( // box - r 1 1 r I Do _ _ Nr�u needed �. �r p - M fi 49 a P Pull bar T yp 9 _ �. — - - - ---- Z- 3-O mm. ¢ E/eclro /ier • � � � (See Note PI • PLAN 4x5 0' la. a% I, 2=4doxf!/s•kJ.4 � �� . D ! r Roi /co �..Lenq payme eta I SECTION A -A vneou nri nD¢� ' } f • p r • • r w /0�0 " 1WX1muM _ /oVi nox%mum Jh fa nJ of m etal 1O " %/)9. - -..^ 3 w_ n :o,. , Colo 0:,r M Ro-. B" �, / CILClro /ier anchor brxh J /U O max \ O 7 O / _ /4 /= 0 1 . am// chamfer -- /'6' Shim as reatdred hyp /'c/ j ! 4 l F9 M7. 3 or a /ectro /ier I 5 tQ 44 tot 5 ea side of pint �A So "5 J. 9 1 B C - R 6�0" ! � P , of Fut en !•O" e 1 Detail A Tube /ice F 4 s des B gnnd h. pipe g _ Y 7 / / 0 oncho rbolts x I � 4 a 3 Samere/nf 56, p9. •451 •451 ° 5r� tot4 '5 6 "P ` 9inin as of deck _ ._ -- 9" omit chamfer 9” / " for i Y l I- '?'wl t T r I I [ o of deck 0 t eActro /ier. __ ° / ��" • ' rw _ -. _. �ly.. - -- y Iflf p /'6 (Edger firishl :_....ee Put/ box on#. - 2 Note Pl VI s 451 (� iB A 4 5p lot. 9 & 4 �- 51 Lo /B r in Elevolon View M 4 x /-0 LO /B� 451 P /B — ~ End of wingwo // Some reinf. as shown ' ( S •` 3 ° `4 " on /ow side when e • \ .r w i s supere/evotion exceeds 5% . "4x /'0 "P /B' 'e5x 3 "F' 9 • 5 L Jot 9 Open join, to mold/ dMV width r 2 - 4 Rowe /s rot 4 6 " � I 2- e4x5 =o" lot. 4 FUTURE ELECTROL /ER INTfRMED /ATE JOINT ELECTROL /ER DEC OR WALL J OINT TYPE 9- 11A RA /I e 5L LO 4W, See Hole D 6" See Note C Without optiroach guard railing /2 ELEVA T /ON 2 x2 0 . /34 ❑s h7ntu roltube +- / , O " 1 — - -- T e //Pos! P _ Y / =0 " TYpe // Post I I � Parapet_ /'x / =0'HS bolt or threaded rod ' Edge of deck �' with hex nut & washer (goN.) See Note J. I ! REV,1of68 End wi o //(with Bride I� I ' n9w q End of wingwo // PLAN 46 bolt or 2x6 12.02 • 1 T e A pproach Guard f+ in g Type BI - I NO -, O yP _ - Jhreadd,rodwilhhevr ,slruchaoiJUbe ., I Length for payment t., �' ,�y o•r/ 6 I meta/ rciM79 nut a washer ( /rl �l t/% B � �° REV. 10/68 L ength for payment of meta/ r 1 Bri Approac Guard Ro n9 T ype - W! ncb>ighf) \' � .E 3/ " R 6' �- - mow► _ /=6 1 Deto%/ B ( See Bridge Approach — -' T' - _ - — i hl • } Guard Rail%ng Type 6 Details. / "chamfer 4cont 101.!J1 Limit of Type 9 - 11A details are 6, (typ.l ; +rl poyment for si/n%/ar to Type 9-// . R °6 �_ /O min. tome. (bridge) except as noted. Note E" ' o � — 4 Coast join! R _ 5, y Coast. GuJJer grade A joint TYPE 9- /IA RAIL I VO - - ""3'tfa`tssrFpMCe before With Bri g w _ -__- *4, � + + / deck concrete. If deck slob � � �1RProncb.GrmrdRoi /in � /•D p /B maX. • N a r • 4� lO "d R -6" R =5" • 5 cant. exceeds 9 , embed dowel 8 /nun — 5 x 3.9 9 3: °" ,4 t:7) 4 � - Lowe/ ma! Of deck /ern / - Length for payment Ofineto/ roi /mq ... 4 Con - c. 1.05 cu. ft per lineal too, . Cone. /. 05 cu ft per fine/ fool. - / r •r TYPE 9 -// ! 0 " Re/nAva 87/bs. Meal foot. Rein/ /0.5/bs. per lineal foot. - 9 Z! , T -✓'l "g' a' TYPE 9 - //A p - Y , ` H /W pipe sleeve) N b g sAW bent or fabricated M fit harirontol curve when radius /s less than 950. ✓ J. High strength rods threaded both ends w% M 2 nuts and washers (o// go /v J Rai/ cap- A. Tubm she // be _. B. Posts shall be normal to roiling. may be substituted for high strength anchor bons. PLAN EL (VAT /ON �B� -End of wingwo// SECT /ON B B I C. Tube splicr shall be located in the lube sponning deck joints. Increase loin, width K. Torque rail to post nuts to /7511 lbs. METAL BEAM_ GUARD RAIL ANCHORAG - in tube M march deck opening and increase sleeve length correspondingly. L. Tubing shall be continuous over not less than two pasts except a short /englh E t D. Open intermediate jomJs in concrete shell be located at f piers. tam !j permil,ed near deck jams,e/ecfrolmrs or other roiling disEontinuities. W- / =o" f abutments or bents and of uniform spacing (40 -'0" max.) M. All exposed corners slol/ be ground smooth. p E Dimensions wilt vary with cross slope. Note: For Meta/ Boom Guard ! • N. Galvanize rail assembly after fabrication. Roil connection details see F. Construct 3 "deep x l2 "wide o scupper 2 "above deck of /ow points O. Locate pull box near mid point bdwern posts, but not in same panel Standard Plan A79 C. -..rngrade. as deck joints or a /ectivfiers 6. Walls are to be beckfilled before railing is placed. P. Remhrcefnenl is stlown for Type 9 pull box. If Type 9A pull box is to - ' H. Clearance to reinforcing steel in curb and rayffng to be f Langifud%fmt be used refer te 'Type 9A Pull Box' sheet. }• "vN reinforcement to stop of all joints. REV 1o/6e O. See Mete/ Railing Details Tjyes 9,10 a // for details /rot shown. • • - a? ols-uAeol ALTERNATE A 110/68 Rev. Payrntof roil 8cooc. Type 9.11,9-11AEMev., WO c 1011 10001 EL CAMIND REAS B S 1BOO.1 ENCINITAS CREEK BRIDGE A133 113 Note A,L80 CU SHEET of SHEET 10 OF 13 s v NO Isa I. .. SP 124 Alternate A &10ioit4lm Creek Bridge - - - r ' Deeiga 442 Eheiaitm Creek Rr1dge oa'II - p (Fridge File) t Cameo Reel Eli oh «t.1 ... ...,. r.. ., ............ .... , I MICROFILM AT i r i i i , i � , i r , � i � . t r r , , � : , mill I'I'I "'nl,l,IpI� ply 'plyn�I�npl�l , l , l , l�I'Iq�I�plq�I� Iupnln�pp n�Iq�pol ED ,a , l , ; , pv�Inq'1'I'I'I'I''I'1'I'1'�'I'I 1 1 1 1 1 1 t� �I�ITI I I I �I Iq'I 1 I I' I'' I 'I' I I I I I ' I I I I I 1I1 1 '1' 1 I I I I I I I I l l I I I I I I 11 1 1 1 1 1 1 f I I I I I 11 I I I I I I 1 1 1 W7 I I I !'I 1 4 S 9 I pI, 1 ?Fi 46 ll7 6 2 �l c 2 A 26 2 2le ZI9 0 3S 1 �l 7 \ 3�5 c 317 3�• q 3�9 4M0 NI 62 413�I 0�\ WS 4�6 d p �j Il l�ll lllll'I �IIIIIIIIrIIIIIIIII iIIIIIII llllll 24�i REDUCTION ��IIIIIIIII"IIIIIIIIII ITTIIIIIII�IIIIIIIIrIIIlllillrl 11111111.1 1.1 l.11lll lllllllll•IIIIII III M ill It11�1111i11119111111111I 111111I�llllllllrlllllllllmilll llllr'lllllllll�l IIIII{ IE' lllllllllt' llllllltlrllllllllll'llllllllll 11111111111111111 I II III _` :tYR RIEaBII I JIM4RdR:� IKBECF / �1W t. ilt A /. PGj +' /SIeN post, COUNTY OF SAN DIEGO, CALIFORNIA 5 5 /" �- - to 3' w /aluminum pos� r__.. 6'__ .. -� ENCINITAS BkICO E amino Real washer td. rxAs 9 E Posl q ,�yE _ %p 1 _ ' - EIr NIAI38 -8 F 14 11 10001 -- - sPlza s td. washers " - Roi /i 1 (' ling / J / " i '2" AR RIER RA IING�DETO r �Es, / " 3 dF ysluds /$i - shim %B min —1. Sn..l JJ_ ar 11 Scale "o ,e NOns v ` 4 max. permissible join!. J ' � /y One studrequiredifrot/ fA* r � A ._— Vilstuds.Attach thickness= I / �Q w.o.S zoe F6 -I _ —/ ho /e5 B.SIC. J- ✓J r ' Rao mmdea or. l is t»nhnuous.ot post. —� - - - - - with full penelrohwr,/ -- 5 r,{s"k' washer �- butt we /d:._ __ _ - qF` RA /LING SHIM DETAIL Seal towd - - - - -- u IO be oorm•d l 2.2x./ 34 [I ShuC1G C/ !Ube 1 A or —��jr till'.. Delo Y/tY 70 0/pe!/oNyl - 6x 2 6 6 40 0 0 ".`Yixol • ncrlluse rsi J�� y M N s ,/ Ste C1U / O �D i COU101111E INDEZ PLAN se _ 04'. ,�' ° / 3' 3" /" Nl A.. rg f studs may be used with 2x2 tube SECT /ON ✓-✓ - -- g=' /n lieu of 4 * studs. Decrease post slotted 2 i = a : v ho /e s /ze to W le 1 %. Standard cut washers STUD BOLT DETA /LS S : 2 , SECT /Olt K -K moy be used in lieu of k' washers. G 3 3 0! � 5 : 4DDED 1 0/60 %q "P— "u A 1 1 slotted hales - 3//6 / „ m /n -tA d i_�2, RA IL CAP ngnr At.— J 4 d O L _i Edge of r-- --+- -- 3 "= / 0 ” lk z' o " 63b slotted hole _ M / " ��► SECT /ON S-S R= 4S Nock rep /d$§ nut inside of 3 /2 mox_Or mnt_ch deck it. Note: Covrroclnr may submit oUernarive S 1 _ 3v "ben' plate sleeve for -ft"hex bolt with (H� .1I ~ H deto// for approval. Typical for ,. washer.(tnlal /J i I i; - - -- 2 %2 "tube also. °ly TUBE - WELDED SPLICE F I : 3 18 - bolt _ �- _ Sleeve P °° -- ELEVATOOP/ SECTION L -L _.. 4 8" - -- Raodwoy�oce rftube ^y� 3 ALTERNATIVE RAIL POST DETAILS TYP \ e eve for near a far , be PLAN Sleeve for med of �� k�, bent lhr /s I 1 E 9 for s / /d /ngf/tIns /de of roll tube. 16 "x 4�'2'slotted hole Type // top roll sleeve r - - _ _ _ _ - y - - -. Sleeve lip a holes _ _ . ;7 c /3/6 4 ho /es — O ' SLEEVE VIEW H -H NI T • l Q _ `� r /l6 R washer Seal we'd % Seal we /d i 3 i DE AIL A - TUBE SPL / E Nr b {} l i i /8xOhrles_ __..� g rolled bar • 1 =i " " _V8 e h I - " � " 9 / " /2 7/n bd • y ro Y ,.- ,.,.•�_ 5 /A5 P ;+usher 4 I l�4 ' %Z " 41 8 Oho s!8 --{ /6 m/n thi c kn ess SECTION A A SECT /ON C G Se wp /d l - } -,T 4- v Seal ve /d - - �, h, 1 a �J For bent plate ra /l T post cu! shim to fa D:B" / I �Tibe 1_ 1 _ )[ 1_ L NO- - t rpiling `d 5„ � ��✓ L, l 3FCMN E -E SE CTION D -D POST SHIM DETA IL TYPES 9 & // -, x l *ic 3° <. F 2 /D" 3 ' e g slotted holesUyp.A- -p' —i � -}- - = r L - L p 2 x Vx 0 . 9 ,, o thickness t_ 7/ , =i (eeM�floal r�lltd.iia► x 2•r k! / , - t 3 '& rolled bar E WSl- fma hales- F- ICJ rolled bw i - 1 O C 4v 4$q '! POST SH /M DETAIL TYPE (O O 2fi 3/ 2W 2fh" !%4 o i� 2- 3 2W 6�q �,* (D � 6 (A � A '2" `7" '2 Note This sheet supersedes Sheet No. B I I -43 -•k4 k page 112 of the Standard Plans dated February 1968 r ELEVATION SECT /O(: F -F ELEVATIO SECT /ON 6 -6 ELEVATION SECT /ON B -B �l y RAIL Post DETAILS TYPE 9 RA /L A25T DETAILS MEW RAIL POST DETAILS TYPE /O Thes deto//s M* to - Bonier Roi /,/W Types 9, /2B /3 B rrrsrAGOdmy r)ws 6 9 -/1 uDIB - u4eD1 ALTERNATE ' 10i 68 Added: Note A, Tube splice, Rail shim Rev: J •J. Deleted; An c hor terrid . Wo F 1411 10001 EL CANINO REAL R.S. IB00 -I ENCINITAS CREEK BRIDGE A09 BS r I CU SKEET OF SKEET 11 O'r.13 SP NO 1 : 1124 ltersab 4 Eu3ntt. Creek B.Ld4v - - • "'43Li •OeU � -aa[ M AIDt(re1rM -. _ _ Des36• 4.42 Dulaiio. Cseek Bridge Sdye on II i (Bridge MA) Cnmiao Real (13 Weets) - - - a r r 1 t + r r 11 r t r 11 t t r r 1 11 1 1 11 r r NIOROf 1 LMED AT 1 1 ql qr IP 2 qr ql qr qr qr qr rP 9r rP ql qr rPlrplgrlT grl4rigrlqr grlgriqrlrp rirl grlgrlqr grigrlq rlrp qr plr q.,. nirpl r r y`ry r qq +i +Pl. '. lrlgrlgr Plgrlgtl qr grlrirlrlrlgr grlgrlqrlqr g11r Pl +p1 ,9 +Iq r rpl q rll p l gr q' lglltP ql rl,llplq+ It7gtITp1+P tVIrI +I +PI'T'T'Ir 1'PIO T(!PITI' t1711t1 9rlgllq +lq+ IPlgtlgtl 1 1111111 11 1 1 1 I t 1 111 1 1 1 1 1 1 1 1 1 t 1 I 1 I I r 1 I I t I t I t 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+ c '3 1 16 tl7 a ' J �� �3 96 �i 2�7 a0 �1 _ O �1� 72 �3 3✓• 7f �7 70 71 +YO J1 y2 �3 414 �5 N6 4�7 I W9 510 5 ,1.�11,i1.I 1111111: .� �111J. J111J1111 .1�.11L1�1111�1LJ17J.111J.i' Y4+1 REDUCTION s l � p .I .I Pf .I ,1 - �L �,I d ,,. i1La.l.11LLJJJJ.lU1 I11J_ 1 IU. 1�_ 1J11.11L1ti1 1111[ILlIIIEUI[1•t[ E[[[ I[[1__IW 1JJ11�L.U11JL1.d.L111�. 11111. 1J_ 111Lll1JJ�. 11. LL' 11 J11�JJl�ltlll _i.1yrJ.111.111.I1.i1111111.L1 11. 1. 1�. ll. ll' LLIl. 1�. 1J. 1.[ IaUJ ..IJ.I�.1.I11�L1.1.1.LJ1.�.111. 1.L1J,1117.11ll 1 11 -1. Lll A ° I r� CM, n MU, In[t[ � , ! , „ le cove tan ,v[T nl Mf� vvewn •••• f WII TN • 1Ek[NT "11111118 5 lot. 8 extend l - 6 ".h1b pile 4 -6x3!O dove /s I1 9D �i Ed 7l ,.U`, Will U1n Not cap or extension. Permitted i710 &VS.. Precast Prestressed Precast Precast Prestressed Esx u [SS - 9cr „ wtlnn afD ,° - Concrete. Concrete. Concrete. d`' �P \ \ 6x3 -6 min. rot 4 tip yj � •� • � \ \ /(n/h exMnsion lot 6) IL 1 L1 EJl . a * I " �Z !�� —C 3' 6 mm. 4 Alen9thof � a T * 6 tot 4 wuwPu 6x36tbt6 ' with extension tot 6) i I.MV[INt'I(`rM rn , 1 • , i h with exlensiovt ° " rot w � P= 79,000 /bsmm P = /O0,000lbs. min. 41 6 lot B lFu P= /361000 /bs m/n i- W -W W -W X -X Y -Y Y-Y Z -Z CLASS .27 PILES & * 6 total 6 L ' P /ace diagonal of pile #- parallel to layout line O ^togono/ or circular section is optional. of fooling. R -R a . 5 total 6 �I� g�� 4 P- 65,000lbs min. [t " H Ft@ 6 mill. _ — 6x3 -.tot 4 P =70000 /,05. min. I>, '6x3= 6 4 * 5 go. wire C�6 "Pitch 4 �. W -W W -W X-X Z-Z t o o o CL ASS %E PILES R� S } — r ' _._ 0 3 c 3 Final Ground Surfoce� Cutoff tine �" + I I I a, Y II — r 1 e k II 1 `O X III Cutoff line i y am% f -- _ — — — — Low Water E/ev @) c III I OcJogono/ or Circu /or�� m in Waterways. s W I I W a $' ' - P M Section, 0pt,Onol. a ' E a v PILE EXTENSION [ R v E E m Permitted with Chas %! Piles only I i o �, o N III II m N Q ° v 6, see Note 'F n m a c * 5 go. wire (P 6 "Pilch a , v Note Except as noted, o/l concrete h? I il l o c " a 2'mox [" piles and pile extensions shall contain 4-O not less than 8 socks of cement per IIIII F i �+ A? o � c cubic yord. /n the prestressed options $ O a y CZ I° of Alternatives "W", 'X", avd "Y', the �^ y 4t� concrete shall contain not less than 7 socks of cement per cubic yard, EpEpi1011 ✓ a 8 r. provided the c learance to any steel 1.- 1572 F---i from the surface of the concrete - mm m1n section shown is increased to 3 ". miCROMMEQ ALTERNATIVE „W[, ALTERNAT /VE A [[Y[[ ALTERNATIVE [ [[ - P/L£ `7VDTES 0 - f Alternatives "W" and "Y" may be driven fu // length or may be extended. NOTE "F ": in A /ternotive [[ Z' [ the Ab. 6 burs sha ll extend a minimum of 12 "below a 1' ,4,L�1 U 3 �' •'� All exposed piles or pile extensions shall be consistent in cross- section the lowest of the following: i' ° I " throrghout the project. /. Bottom of fooling. 1 2. Top of final ground surface. ALTERNATE PRECAST PRES °AN TRESSED P /LES: i ° r if section used is larger than the min, section 3, Tap of ai g tool ground surface when pi /es are driven through fit /s. 1 P = Prestressing Force (After hues) shown, then P" sha /l provide 700 psi min. • ° I [ r r Clsotee >b �: U • / BUSINESS AND w TR ION AGENCY i Concrete Strength: IF l� 28 days = 6 000 p.s.i. (Alternative X) I 3 a , Class dpi /es may be subsJihtJed for C /asses pJ /es. e [ . 4,500 P s. L (Alternative "Y "J _ ~ 5,000p.s.i. (Alternative "W ") A /0 minimum diameter pipe extension (thickness = O. /793 "min. maybe u - ENCINIT C REEK BRIDGE I f_ of the lip of Alternative 'z 'when roper is' 30' of more in len CORROSION RESISTANT Alternative X may not extend above ground tine nor be used with having o depth less than All ab CONCRETE PILE DETAILS-45 TON t pile extension 'R " dowels a hors extending into slab or fooling 2 -O' SAO // be hoaked nea [ osr CRAM" !� DES /GN LOADING = 45 TUNS r° AI3B- ea ,„[. a 12 13 I WD - I w4 wr Yr „. =.+;In.. -... +...- ._...... -1 .._.�.. - ..ate ..,_. 77 1 177 !Sp 124 61EvawCv A SLOln1[O Qvok 1111Ap Goetz, 4 - 4 2 20010it" CMk MIU CA at (BriAll Flu) OMIM 2-1 (U Aboote) I r r , , , , , I rllyrP rnlrpl q,�,li ilq:li:�: ,r rl ,I, ,iipii l,nl: , „I,nl,l, I poI,IIII r ly , I r l l, l ,„ nll, I, „Irn S ,npl,l,pl .MICROFILMED AT ,ggrl,lrp , rpnpn plr rl ngrl,p lrin, , nqq N ,Igq,Ppl, 1, ,plrl.lrpl,tr , rlq 1 111 1 1 1 1 1 1 1 I I I l i 1 I I I I 1 11 11 1111 I I I I I I�II I I I I I I I I I I I 1 1 ""�' 1'I I Tt I I ^l i 4 tl5 ib �,7 aI 2i�1 REDUCTION M ill �2 d t ZI3 C 216 �6 .1 2�7 aI 2�S .1217 0 73.1 >✓2 �7 .1 33086 . �S C 77 3 • .,1 3�9 aI 4�0 .I bl1 J2 b3 til4 tY5 4�6 d +V7 tt�9 SI1 aI S II "Iulllllri „11111.. �II�.u.I LIIIII'lulillll E'lllllllllt'lllllll .. �I' illllll"I1111111111111111�- 1111111 X111111111 flulllull'LU UJ a -I 111111111' 1IU11u1�111111u�1u1111u191111I1 u1111111111IU11111 F711111111T'11u11111f' 111111111 % IUII111 F' lllllllllflllllllllrllllllllll '1111111111I11111J 111'lllllll Ll rill I - I Ak .. - 719krid UNTY OF SAN 01900, CALIFORNIA ENCINITAS CREEK BRIDGE . 1 On El (amino Mal a Na A1BS -03 F 1:11. 10001 SAl24 EXISTING BRIDGE LOG OFTM WRINGS SnM_d 19 SIIteN 6wM: NW,. ' gqL_ m eet. l V2_•10 - -� Cl EXIST. I/ Ito. 3 -2014 as It / l / ReCWldnendM by pe Osn.11:J rl -.__. HOLE 2 APProvedbYr - t f) EXIST. - Osh.�. / if COORDINATE INDEX • 81 EL CAMINO REAL 82 ---_N. _.. E. o REVISIONS .. No. I DeecriPtim I By I Approved Den It i m • s - t .. '�7"• 5'�.,afSii g /970 12HOLE HOL 1 i u`a - - BRIDGE ON EL CAMINO REAL -' a W HOLE 2 - .�� _.:.•.... -- >- - .....�....._ -_. - -_ ,-�. .- HOLE__? —.:. 80 80 SILTY SAND, loose fill, ��. Yellowish brown SILTY SAND, loose, olive r SANDY CLAY, stiff W }� A z SANDY CLAY, stiff,, grayish brown 4 - 70 �” SILTY SAND, loose, brawn 70 SANDY CLAY, stiff brown to z`w SILTY SAND, loose grayish yellow . i greenish J 60 SILTY CLAYSTONE .�.�_. _. O ice; SILTY CL AYSTONE, dense grayish, 60 SANDSTONE, fine, dense, grayish yellow SILTY CLAYSTONE to CLAYEY SILTSTONE i - ��i dense, greenish gray . i .,. _ ',TOSE,.Very 'fine, - :silty „dense, greenish gray ® / � • ..� 40 40 j SILT CONT:kT INCREASES { !j. /7 TOWARD BOTTOM l' !-' : BLOW COUNTS TAKEN WITH 1.8 INCH CONE 1® SANDSTONE, very fine, silty. - - - PENETRAMETER AND 1.4 INCH I.D. SPLIT TUBE - - - dense, greenish gray - - SAMPLER USING 140 PCUND HAMMER WITH 30 INCH DROP. .30 —_ CLA 3 St Ft CAT ON OF I MATERIA BASED ON STANDARD GRADE SIZE LIMITS LEGEND OF EARTH MATERIAL! O LEG END OF BORING OPERATIONS O O Ty Silty Clay of - •• Ys SO 0 Diagram snowing the basis for estimates litotes of i: Grovel 0 Clayey 1111 S grade slst distribution used in determination d 0 Ctar 4 10 �• of elaq names. n grant Is prusenr in spot*- $add pat ant /ar a - a O clabla aroome it tee term atavelll "may be _ Organic Notts- f Top Hole Cie. R Nt • Sampler Bmin larsl `+I O d 10 added to red, Ness nome.vis'gr9Yaav fond" ID Description of Nol9 r, el p • FIeeee�d .... d. • • SO , Ina forms "tours.. inedrum "ond "fine "when used I:yr.a lllf .©„ Fill Ma/ar ill tllL y g Casing Ot{Yen -- Unrr Weight (w /cu HA _ �. `•n Refsr Sorih last) RJO al • to describe song,sat and grovel rater to - Site of SamplPlinches) % Moisture I "• C toneameron Tear ?O p a a •O O srondoN area• e,n limits: Asset i • Clay IGMan Raeb 'Ipfl „ •p Y e o c rL s. !0 • ma age 1sr ng ldrrl Swo su fool Y n •O 7G - !0041 C1411 or Da lusrng o Ie0 lo. - n ensured 1.72 '� , ip 10 Cbp/ pna sona hammer With a 30" t, Contermom9 Morena Chong. t•SrjRCIFILMCO' 4 of - ♦ sl m - -p ... - _. - - _ : w Care Sean i,g trap, or as hate d.l Eshmond 140191191 Chongs C O O O O O O O O Somali tiil or Ma►amara ble Rata _ U9e0eformeble Material Change. $ e • e tP � • • o rut/ su4 __ u u �� 11Die•I3acl ALTERNATE A LILT 04reanfGSas - o... .r b F 1411.10001 EL CAMINO REAL R.S. 1180-1 ENCINITAS CREEK BRIDGE A130 -83 _ _ SHEET OF _ SHEET 13 3F 13 S. P.. NO. 124 n .. taclaltw Creek 3rld6w ;, .... x.8.•.124 .alterrpats.A AND.MiN t 'DeaiSa 4.42 FheieltY Creek 11; See ob 81 - - - - • - Camino Real (13 aWSts) -