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7682 waiossEUEO •r s . s •P•/•, u� i !A'1 AEAYC' -ION �illldllill a II�I 111111L/1�L:1111 I /G O i county SP SAE( SISSS CALIFORNIA I.C. - 9.53% PER STA. 400' W.C. I* wsevo FPAes � , AQUA HEDICIIDA C REEK M !7 tai111 RMI I.V.C. 440-00.00 Fill; r. 4s.lo N4MBS -OS Y IIt1.l1A! Sl!Itf 1 '- a MX SPACING PlBf llE BRABE 10 1MX. S►IKlli '- IBIE4RL FLM me Seale: RAI TY 9- 1 R rNEI .VNL RAIL TYPE TYPE RAIL TYPE 9-11 113'-r >w�iM�lttM !rW AY 9-1iA • Q BENT 3 �+ f� assesses B . ABUT. 1 37'-r NT A'i' 37' -r TL ANNIT. M ►111t1i pr •.r -A• ►MIND CN mm 1 IF is AFPrIM 111 43AB� 4f fO u 0111 1 ' I I —•— I c00ApIrTE ■IDFX K E APPROX. EXISTING GR Cll*. eewL OM As Bwt AIR I OUND ABUT• / BENT 3 I I �\ ABUT. 1 I LINE e 1 Of BRIDGE BENT 2 i De1e Ib. 3 1. ° ' L ^ J ; • O + N � )� b � 43 TON- CLASS *(- CONCRETE DRIVEN PILESt T. 1; w , EVE PROPOSED PRESENT CHANNEL EXCAVATION I ,/ALE T V ELEIIAT1 ow Al 1� - ,,,,(( I / �� $RIM MlkMM � rn uwwese.aLaaLR wr SPECIFIED TIP ESTIMATED TIP � - V� A I �/YOO��SIsi ABUT. 1 -301 30' R =I'; 1 1/2:1 SLOPE TYPICAL UNDER I I TYPE 1 FLARE "'^q°v °o 4= BENT 2 -30' -30' �l BRIDGE b FOR CHARNEL PROTECTION L - 481_40 BENT 3 -30' -30' l tit ELEVATION N a 31_00 ABUT. 4 / -30' -30' -r 3: Scale: 3/16• 1'-0' T a 48.39' NOTE: FOR CHANNEL EXCAVATION b F0� aelval ��/� e % ✓. S A - 2261 ROCK SLOPE PROTECTION I l k ITES ��� • SHEET ROAD PLANS O W W 6 y 18 18 r --FACE ABUT. FACE ABUT. INOEY TO PLANS . I I JL TITLE 1. GENERAL PLAN o I I 2. TYPICAL SECTION b GRID GRADES r I 3. FOUNDATION PLAN 4. MUTNENT DETAILS S. BENT DETAILS 6. DECK UNIT DETAILS I E.B. 442.81.58 7• SRIOBE APPROACH GUARD RAILING TYPE 8 (LAYOUT) B.B. 441-68.42 i 8R1^GE M2•n.00 I 8. BRIDGE APPROACH GUARD RAILING TYPE 6 (DETAILS) o I ELEV.-46.4.1- Ell 45. . ELEV. 45.-3+ 9. BARRIER RAILING -TYPE 9-11 ° FL EL CAHIND REAL • R.S. 1800 -1 _ 10. BARRIER RAILING DETAILS N M• 36' OUR N I 11. CONCRETE PILES DETAILS I I 12. LOG OF TEST BORINGS I I A S MIT CORRECTIONS BY C// 3-e- I I CONTRACT NO. ' I TYPE 1 FLARE r L - 881_6• { N = B' I UTILITY HANGER PLATES CAST IN RAILING I - in BOTH SIDES. SEE DETAILS -TYPICAL SECTION T - 88.11' I A GRID GRADES* SHEET. TOTAL 24 PLATES T O I stmu el Details 1_ 1_ • _ 12 121 -0• 12'-D' '-4• 1_ n - e 12 0' 12 0 1 ARRro.a Rac4os,:uded� �. .. � I "EP 12 172 PLAN 8 MICRML I Scale:P = 101 -00 nne -IBIMI a / 1 ` f II11.IA1 p B�Ir ZEAL R.S. IIMq AAA RBIOM RISK 11131-15 - - 1 all S. P. A. IM _ 1 IW 726 Alternate Alva ate A A Bedial Cwt SP -` 6 FILE to alel W Ilerletlr Dead ee 4 ANU Bedimda 4wk h4d6+ m XX ( B r id ge Al,) ccl sea (72 r«ta) RIM . _ 1110140F 1 USED AT Im . r••P'Ielele ri'ITrI TI Trl' T '1'N'1�e1 rims' •MMear + 94.1 REOUCTIO► + m � `(�� �� � 1n�r'1'^t^.TEr f1 •� X 11 S A7 AASL111A TABS, ►Ill l A 1jjJ) SAyAjA11Et 1EEE11EUl�ulELllaJilu11E1SU� ►ll�lil111J1Au u11E ►11 ►I ►ll►u ►wlut>�ulut ►► ullE►�lu►►llulilull►uA►Illlt ulL u11:t�11 IBnA� u4�uulu■ uuluA uAR1uA uAAll _ _._ � I !1 i WAIL ON* IMMJ MAJORITY Of SAN DIEGO, CALIi0RN1A E EL CAMINO REAL G AS" NIEW01M C ED BFWK Te a[compocY pbm o-..w �lTjQLLt� /.970 on G CSrNARA RIrM 108' -0• M N F 1411 1 1 "PICK swim E NIB ORATES 1 - 0 0 53' -0" I _ 53' -0• _ 1r -0• SMrr 2_ N 12_ scow ."Wis.ason wn_ r BARRIER RAILING It0. 3-20AA R8.__ BARRIER RAILING TYPE 9-11 TYPE 1-1! 1- -6• MIN. -2 B CAST -IN -PLACE SLAB I PROFILE GRADE - 2 1 ~ wa Ault Mw Z « -G PRESTRESSED AWI.re be loor SLAB UNITS cesITr au.naw SEE RAILING DETAIL I ass 7ff 7 2 THIS SHEET I � COORDINATE INDEX +I I 2 C~,. Curl. DNC j Y SMi RM. � 12 SLAB lI2 I 1 REV1510NS 1 _ LONGIT.joiNr 'NS Orasrbnae ' ___ Aw.w4 SEE SHEET lb- V ai?1i I i TYPICAL SECTION � T. NOTE: 4 OUTBOARD PILES EACH END BATTERED GENERAL NOTE: 121 7 G) Scale: 1• 5' -0" 2:12. REMAINING PILES VERTICAL '• DESIGN A.A.S.H.O. (1 %5) LIVE LOADING HS20 -44 AND ALTERNATIVE f� >t; REINFORCED CONCRETE f = 20,000 P.S.I. N 10 ?�7 s PILE LOADING 45 TONS ►.5.1. EDGE OF DECK qS �g ,0� a s �D 41 yS 4 ¢i yU �� ���, c S 3� 00 re N N _ 6Y ell 3.2f �G CIO. 3 5xl' -4• TOT.2 \ O EA. PLATE 441+68.42 1�P •9 4� g qs .. 1 b .b EEL CANINO REAL py- AS p� p p p 6 _ _ R.S. 1800 -1 '^ N 66 36' 00• N E RAILING 1ETAIL STEEL HANGER PLATES — E. B. Scale: 1• = 1' -0c FUTURE UTILITY CONNECTION. 442+81.58 SEE DETAIL W. LOCATIONS SHOW ON "GENERAL PLAN• SHEET LOCATION FOR 1• 2-05 0 o 04 REBAR 1/4" r sl N N O 6`x6 "x3/8• PLATE (GALV. AFTER FABRICATION) WAIL • A " i No Scale i ( .4¢eator•1 Ibtarlc NOTE meotM lx, / ','Q _ .r/ /K 1 s9!" �f �( o p y � pp p p - flY pp �;� 'p JF+ S pp 1M p6 • r0 , , -�ELVATIONS ARE FIGURED FROM fL AT 10' INTERVALS Eecfpwl K THESE ELEVATIONS ARE AT TOP OF DECK !' 0 'EP 121972 EDGE OF DECK IRIS GRAOES Stale: 1. 10' -0` / / o III11 -134111 F 1411.INOI U WIN REAL I.S. 19111-1 ANA NBIMA Rim Ali -R MIT N SHUT 1 R Is S.P. MI. li - 4P 526 Alternate A Agm Beaianda Croak RI! xaUla 1161 AND alttxlarlr Wcip 4.92 Agua Radioed& Creak fridge m 13 (Bridge Pile) Camino Beal (12 Shasta) *Aperture Cords r.. n n.lva_eva ■ •10k0FILIKO AT TC'1 R[OYOTIOA L�llllllLld111 tllllt 1 COORTT OF SAN 811169, CALIFORNIA AQUA HEDIONDA CREEK BROGE • ILI CArsr RAM i NeAg9 ♦9 1 1411. UNIT AM IRS �Tim no i Nne1MJZa.w soft III ° •� YbI. Ei / / WAR, 3-3 NL Fl0 _ 11n•wrmldkp Y �I ml � `� • .. A/PIarYA3r �b y A 70 a w J : / , / �� j • 1 CArtr. OrM MBWN 1`•••'. o ,� q .: • , 1 • a N. oar � ,� 1° / «. I i' • E06E OF DECK LINE I '\ e ' �I• /d o �:! � z! � •; ,3 • �' ,'gyp'? �'�.,,,,� s `Oi I S2. 32.52 _ ,, j --- Io....... ,3 ' S�/ — - -- — 9 f' f l d� ' • \ °: i3� L• I �'f0 /� � o.7 �� - -�— 1. -6• 3' -0• -- -0 ........- •3� :` I - . � .............. F — — • _ _ / _ _ — — • APPROX. LOCATION 10• FUEL LIKE a c y. EL CAMINO REAL 3 0. r . 31• . 3 L " S. 1800-1 � 441 +69.17 -3 4,3 7 442.OL. - ,G1,7� AA2NS.N �p 442•80. �3'1•� 7 ' _._ .. 't ei x N A5 !.'" 32.52 I I "� L 'Q I 32.52 CORRECTICONS SY 'L .3Jf -7y CONTRACT NO. z ........_.....t / , d .. EO6E OF DECK LINE 4 I ; , • ••'•\ / (••• APPROX. LOCATION 20 WATER LINE \ \ / / NOTES: � BEARIN6 OF ABUTMENTS 6 RENTS 23 W 1 +INDICATES VERTICAL FILE "FINDICATES BATTERED FILE \ • ytauc turd DPta:Sa INDICATES BOTTOM OF OCTIN6 ELEVATION PLAN AT LOCATION INDICAT AND VARIES ct•et.e �! Stale: 1. 10' -00 _ l•.i .. aNM40M /�diCO>�[5 P%G TAP /e% SEP 12 W2 �]r� 11418 -IIIIM f IAIIJBMI 11RT Rit. #.i. Iw•1 IBRt a =� �'�. 1N1 a 326 Alto="* A ACM 11641.eAa awt nu rw n ■ur u manor _ . - Im , p ♦.!a AAw ft wk wk arup m n . (arup n1o) Ca•Saa bal (32 .e.ata) P• r.r. n nnamrma 11w400f AT 24.1 I1991ICTlf III luAAl0117 AILLLl d ui»!L , uAuu1lL;i, ; LIIU dt2LALLtilLtaAutlilllAul u111ZdituSiilat3da�Ri z C41R1aTy or SAN 1/1114141, CALIFORNIA AQUA HWONOA CREEK tlYWW E EL CANING REAL • IS Coo" I" OUN IPA4@-W 1 111:. 1411 SAM 041 BECK RNT KTA11S . lwet.�IJ2_irA lerw w. VWL N Ar DECK M6t PJy ' ReTAr.awNR♦ A �••'- 6• — — - f P I L E CRP 6" — — 1 41raM Nn ow + \ / ; DoDRR11r1R 146 NIGER '• � -- ------ - - - - -- — J L- -- -- - - - - -- I I Caw. CMPL Oft Ae wit Rea � i REVMIDNR M my I Ore 13. 7'-10" - 101' -10• - I PART PLAN 9 1 Scale: 1/2" = 1' -0' Is " Fla. 4970 `2 2 N F C CAST SLAB 'P li E t 1/2' CSR. PRESTRESS S Ti J Me _j DISCONTINUE I SEALANT • 41 6• 4 12• 41 6 40 6• O- P6 NOTE: 4 OUTBOARD PILES EACH END TRANSVERSE REIN. i MIN. DEPTH 2" BATTERED 2:12 REMAINING RAILING NOT SHON:1 AT JOINT 2- 46 --/ I PILES VERTICAL. SEE TYPICAL BCVT U" S� -i� 7' -10• I SECTION SHEET /2 PRE- MOLDED f SEAT 12 ALL STIRRUPS PS L JOINT FILLER B 2 CAST SLAB 1 GYP) u Gi 1' -0• 1' 0• u SEE TOP SLAB REINF. PART SECTION A -A P.S. SLAB )LE AVE Y •DECK UNIT DETAILS- SHEET 6 CF 12 Scale: 1/2. 1' -0• I _ • •. •.• .:y 7. .. , • �• . .� CAST-IN-PLACE TOP SLAB JOINT OETAIL _ Scale: 1" v 1. -0. .. .... '•�' •.4 .• •�� • i A . PIIEOTRESSED BOTTOM SLAB 1• ': 1" t A 41 ELASTOIIEOIC NEARING PAD — B -06 TOP • PILE BARS • ' _ K© • Joe a - N 12• ALTERNATE BENDS 41 -A BOTTOM r t 1 ,! L jtj -7y 1 CHAWER (TYP.) t A t CORRECT!QNS 3Y. - CONTRACT NO. ry Btrortn,•! DnGCle , SECTION B -B Scale: 1 1/2• • 1' - 0 • 1>! ,1RH.,SNR, O 1411.IINI EL CW N1 REAL 13. 110.1 Am KNOW Ulm A•0.11 OEET ' BY JR!EET O Oi 111 S.P. 0. ITI T I@ IS Altercate A Ape Redionde Creek Fill Neel. .AN AN MCe I.T!" - - D.eip • 4.12 Ague Redlands Creek Reidp on IM (Bride Pao) Cecim Real (]2 sheet.) - 'Aperture Cards Ass 1•�r� rF•r7•r7•r•F• I•+•��Y'Tt'1,.�•n .� .) rIOROf 1 LIDED AT • ,rD; .,.r,�q. err, rrJ. 'm,��'+•F••r,•rrrr ^ I'T'rr�'^i"•rrl•�� rT„P,R'r •rr,.r,. i „p,. . .rt.r7 ",. r - r,..,, a•., . ,,.. ..,. . 17 f N f7 �1♦ 7{ 7� 7S �� 11 7= �)1 7� I Itf 1 I �j •f F"t'T'"Z�T��i��•ft��•t ^Y rt`J- t•rl•�I f"I't•� •I/ t r1_I_i I r 2•r,,.r,r��6.l..,. sI .,. T .r�. . •.ry +wT 1 F �7'�l' 24:1 EEEDUCTIOr J � nTJi 77 y •l� JJ n'3 Dili 11u1Ft1171t utlsl uilt ulsllulsllu toll : FL1u1FIFFfAISSLI ssF �ilJllulfiull�w 11111111T71tti1111� :IIIIIII�IIIIIIII�1lIIILII tlllli�tll: Il11s�1111111I�ISI111E1T7llnlEfl t1111111T1111t1 :F1�1111I1EEAE1EEluEAlutltu tlllttt,tt ►1 W�ttitSltll ( IMF Com*TT of BAS •figs CALiPOlg1A AQUA HEMONDA CREEK OftIOE •. o C•..•» %m CUT 6OB SHFAR BLOCKS. RUR NUMBER. JC at TUN a CL's I,S SEE SHEETS 7 6 b grly4 M MIM •• ! f iln 10F1 tl lig L GENT e/. 14' -0• a L• Alq 111 GAIT Xtfa: .ENo Y $uff l' ifN iP• O.C. 12• SPA[. 4lTERNATE - new _3._s �7Mw t• Hlt'- .4U B• ., D.c $.. ABOUT 4 (—' es _ s _ D• • _o• f'IC sE s RaHr.s IFMt W $ D •7" 6 eS 1 F 4 •19" C.0 - CAS :O• s; ab -. . -0. kl. AO DIM - � CODRDIMTE IIIDEX I �. • "! - ?7 - ±/2 "• STRANDS El'' BAR DETAIL ^• A V vi to Scale D ' C~CO^ ' a. � - i i . 21.2 ! ^L — -- - -- -- - -- - - -- 1 - -- 21 7- - PRESTRESSED BOTTOP. SLAB - -� — — �i 30 81 4 ? - ' f a I, r. ec.o...eaeK ob°e dwee .Seofeysber- B /970 .- RENA SP. 9" 111 R '•1 b e .3 BARS SEE , �• E 1 � PLAt'. 9 5' -0w •3 BAR Scale: 7/8 i• C a r SHEAR TRANSFER BAR DE TAIL �1 * r• -- _ _. -__._ - 7 .,o Scale 112" 2 ' d" C.C. -4 e18" O.C. - �- CAST -IN -PLACE SLAB CI -5r3'. ABOUT y v5 .1 6" l i �LFAVE SURFACE ROUGE' I ?i F — F _ _ _ _ _ _ __ _ 71211 SEE KEY DETAIL - -(�) 71 KS e 9 "C C 1 = °. 1 4" 21- 112 "0270L STRANDS _ e �e3 END BARS SEE IF • j EAMbER 5' 8" •5 J 4• w DOWN 51-8e TUT. 3 EACH END c __ SECTION A PRESTRESSED SLAB— ' - ° . o � r Sea 3/8" 1 ._p.. 1O' - O•! R �' C L JOINT JOINT E AT f'IDCLE Tt IRO AT SUPPORT .5 :18" O.C. j C KEY DETAIL I scale 7" = 1�_pe •. x ]" MIN. x — OMIT KEY FOR EXPOSED FACE OF EXTERIOR SLABS - FILL KEY WITH GROUT _ ROUGH SURFACE x... a - SEE KEY DETAIL rrl rl BARS E .4 •t8 ' O[ FILL JOINT WITH 81TUMASTIC TO 05 RETAIN GROUT 1 —..1 NOTES: �(EJ.3ECL� 21-1/2 "0 270E STRANDS Pf 2 485K BREAK 8040 7 STRANDS FOR 1' -O• _ a- EACH END (54 SLABS SE DETAIL 1. CONCRETE fl f'rI Z DENSITY �7 SEC11 t' AT MIDCLE THIRD _ PRESTRESSED SLAB 5000 4000 i 115 P.C.F. Scale' 1 1/2" = 1' -0" B - BREAK BOND CAST-IN-PLACE . � SLAB 3250 1 150 P.C.F. 2. REBAR A.S.T.M. A -15 INTERMEDIATE `_' ADE 3. LOAD.I.'G - HS 20 -44 1 ' • • • • • )[ • • �(• • X • • • • • END ANCHORAGE DETAIL I 11011 -114801 IF 1111.10111 EL CLAIM R[AL R.S. 180-1 AGW K' ;IOWA BRIDGE A139 -05 SKEET OF SKEET Of 1: 1.F. N0. 111 St. , dP 126 Alternate A AS. Bedioeda Creek fm sea ... - -- eleF lM0 O......IU. Deign 4.92 Ague 1Ldioode Creek Bridge on II - (Bridge File) cudaw Ae.l (12 .beet.) 1 • r �..:.. _ •Ancrture Card. .... •, "..," e � -� � y1 , .,.,..,.. .. i . q. ( . 1 . .I•rll.l.,.. �r� rl•rrr•I.1.1•i•(.1•i„ Iy q.ln i'I•i ,'ri. �. .� ..�.. . •rl•pl. r• 7 (,11. , yTTi LI , h ,, L .,. .. //., ., I . . Li J �. `; L , . I +LL ... rt .,. i . Yl'.I. / ,•i" JJ ( 11 A 11 111111 I�II111 t11 � 11111111 rt 111 t11it11111111tIT'111111tII M llllllll � ilttllltr7(ttt 1111 A , 11111 Illtt` - f r ICICROf IL11E0 AT .Iq.l•;. ,1•I.1.(A1.1•, yiq.�•Ll +p q.n•I•rpr •.q•1•prpr •i ,.,.t.,.i. „'i'I'll I I I P •T+9 711 31131 17 7Y >rf 1� N Yf t111 }T .pl•rr.,.,.r(,,.1.1.] ' t•^•'1.1^"P^ •in•Iw•1 �t r �11 �f �Y �1 y 71f .I .1 � 1� 1it1 L {ll�ill .1llt E3EI !Ey C �f 1Y �s Jf t4 REOUCTION �Aiu 11 :111111111111 111111(�J 1111111 A1. 1111(I�IIIIII it i lilll tll lllllill'11111 Iil..lf 111111 11111111 (1((I (11 ' 10 ll1i1111 �i1111111(71! /ll a l feflftll. i i - - -- -- - -- — ; Cffftt Of 9 A 8940. CALIFOf81.4 Adwst h npe parr _ AQUA NEDMDA CREEK eR10er'E' to See rood pons for Ironsdlon 2 inn a a....18W £C rW,aer berm(5 min J 44 Direcwn or traffic Inuaf -a rlsu.loo^a fr E1t R =226 TYPE ! FLARE Pavement edgy 111111061E APPROACH APPROACH WAM "" fu°u'2 . } _ -- 4 _ Front ibce d brit - -1- L T W eR - tad line 334Z4 -ray _ 0 �_ 0 0 -- J 4 , 6 . - - �`u t Front fore of _ bridge roil line 48=6” 48. 39 3' Z ?6' ti /0= . o i - 3/orcob /e offset, wh more e Hm M line 58= 6 ' 58, 26 5' /70 BC q 0 than Ouse Type 3 Flare 8.39 Sy1 gepa'' for offset see Getero/ Pbn' Asrleta.r T =4 68=6" 68.2/ 6' r70' £C - - _ t 1y '* edge 78 7816 7' / 70' -- _ c e.ct uelR gr ore a end of 88=6" 88. /1 8' / 70' � �� .eE1( — TYPE /FLARE Front lace or bridge rod line Pavement edge ■ - f Be f / wing of / %cr as shown - r �.. M. See Detod X 00. IIfY1BtOt15 _ i an G eio/ Plan. Full shoulder width on bridge Adiusl hinge point Begin flare of end of D�rechon o/!ro /fit wingwo// or as shown See rood plans for trans do i 1 2'mm on General P /on. BC M _ _ Shou /de- edQe1 _ — TYPE 4 FLARE EC . _ _fi. _ _ 0 , 0" 3 Approach rod in median 0 71!L 1- Front fare of bridge roil lines 1 Pavement edge FionJ Foce of opp ro0c rol i7� 0" -- � L =ten 1� - � - , Direction of traffic Backup plate it T - Jon ent len th 1 -- -� -- Q - . _. ,� x 3 jj6 "x l "min TYPE / FLARE � 1a^ge� � W tight lit 0 L — _ C y Reduced shoulder width on bridge (right or left) f \ 1 �S� SECT /ON S-S R (modified) Begin flare of end of wingwoll or as shown �__= Front face of y, an General Plan • T = tangent length r _ _ _ _ _ _ bidge roil line TUBE— WEL DED SPL lCE / Direction of Jroffic I - 3 W 3 "= /'O" co /C �� `ace Front face of �Povement e dge �! 3B'6 for L - , �bJ af bridge roil line - - - - - } I T (modified) F. B.C. -- 1 =6y * R =/26' FLARE LAYOUT ON CURVED ROADWAY TYPE Z FLAR£ S \ I 3 , — E C Note: W is rodia/ to front face of bridge rail line Notes L T W cl c �'��;0- o g Roiling shown for roodwoycurve Jo /eft. A, Tubing shall b .shop bent a fobricoled to fit horizontal curves of less Jhon 950'rodius. \ 48:6 4744' 8' /O" B. Posts shall be vertical and spaced of /0=0" c.c. max. 5 =0" c.c. min. 58!6 56.58' /3' O I + 4 I 68=6 65.85' /6� 9e 3 C. Top of roil elevations to be determined by the Enginter ,,I shown on the p+bns. D. Torque roil to post nuts to /75 (t. lbs I 78t 6 75.12' 20'6 E Q E. No more than one bolted lobe splice per Post/ - Permitted 88'6' 84.38' 24' -3 tij e -� j F. All exposed edges shall be ground smooth 98=6 93.65' 28=0" Pave edge . G. Go/vonize roil assembly after fabrication. Direction of traffic 0 Q H. For details not shown see Barrier Roiling and Meta/ Roiling Details sheets. TYPE 2 FLARE ✓. Front face of bridge roil line is pa►o /le/ or concentric to pavement edge. Approach roil in median ,Place concrete 2=0 "min. K. Dimensions marked ♦ are valid for tangent roadway alignment only. Modify for into undisturbed material curved roadway. 3t6" _ - _, after roil is positioned. L. R for Type 3 B 4 Flare must be m/cu/oted for each oJfsel. i -4 Direction of Jroffic Pavement edge Front Foce of bridge roil line 6" r 4 1010 / B -/0 if "x /0 % "K. Clip corner _ - - - - - - - - - a if required for clearance. / f -�- / V 0 r 3 -' Q. with 2he I f^ 2- / "ex/ 3 "NSBo/lsor /hnwdedrod "' 3 :f 6x2• //4 C1 a a non Structural tube B wo her ioUao r 6i CO'4TRACT N ! ( ! 3 ® t � / I See Defoi/ X t° 1 l0' I / ��T Vary elevation to fir roiling. , cu:.1 ne•.:e I Begin fhe of end of 3 0 6r`I ' �„ > 6x2r 6 Ni r N - w gwoll or as shown on EC iv 6" i E o _ - r n ro/ Plan. �; BC. R- j0 0 ti * __ Slrucluro /Tube. - y + �I �) r _ _ .. ,r ¢ Ro /� J ^ [ " woshers (Jyp J r P r. - - - - - - „� Z - .._ I l .. _ be I ' . Addifio vl hex nut - - - - - - - - / ha /es - i ` /'O !hlr� required with 1'hreatkdrdt t � T Povemennt L . 4 y'6" (F Fr ont fore of bridge roil line PLAN 2 SECT /ON T- r - V I edge Direction of Jroffic _ TYPE 3 FLARE DETA /L X ALTERNATE M AN No scale Approach rod m median nnawto it /68 Rev. Posts to 1tIF• Wo E 1111.INII fl CYIBE REAL E.E. 1110 1 APIA Mf of 12 12 1EEE MIOE0. S.P. N0. 121 I CU fMfEt H INEEi 7 Bi Notes B E H. W 126 Alterwte A A� . Hediondn Creek M _ fll[ II Yee[f — � e.eF .M O[ttt1, `! DeeiCn • ij IJR Ague Hedioede Creek Bridge oe El ! 1 (Bridge File) Ce Reel (12 aleete) •> ;.crture Card, I 1 NoText NoText NoText NoText NoText