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HomeMy WebLinkAbout1787.15a 4--rn 4- c� S'= Bar- is included In sahsA -uclur-r F= Bar y10 be Yield welded. Quan li lies. 4 = V= A. S.T. Bar- shown M. dirrensionS on A - 6/5, Phis Gl-ade /ine vary and 40. be/we-n the fo/lowin9 dir»ens%ons /ine. S= Bcrr f Is included in subsfruclure - Bar 74o be //e/d welded. T= Tie or- S�iri--u�o guan74i dies V= = A. S. Bar shown T. M. d%mensions A - 6/59 on Phis Gra cle vary /ine and befwee,-7 40. the �ollowin9 dimensions /ine. T= Tie or S/irrup. �V 0 a � ►, h v w v O/HENS/ONS (Ouf fo ouf) LE/VGTH WE/G BEND/NG D/A GRAI MS 4+ ck p D/ME/VS/ONS <Ouf �o ouf) U Y W Q Q LENGTH WE/6NT 0 L OCAT/O/V N J C! Q ui U W X Y z 6! J9z 0 LOCAT/ON ►� d Zoo a 1 w U W X Y B! Bz N.h �u 0 a o Ff In. Ff In, Ff In Ff In. Ff. In. Deg. Deg. F� In. L bs. h VL► , � � �7 Z Fib In Ff In, F� In F1 In. F/ In. Deg Deg. Ff In. L bs. TYPE 50 � R7 ESE►TTO"', LAB TC1P TRA!JS. 4 40 E• 1C• , Ek 17 f. 1.., 4 7'-) SS BOT704 SLAB TOP TRANS, 4 4S SE, 1.6 ?1 r l �? :, 1.0:, ��-'�? r,14n _ TYPE 5/ � TYPE 60 � TYPE 6/ k � �C 89 WEE STIRRUP 5 924 TO 4 3, 0 10, 0 1.0„ 0 ,:�. � ,::. 0 90 4r, 4„ 62E SUBSTRUCTURE '30 E� 4•l....1r• ;-�T I R l! �P r � 0�4 �+:) 2 4 r 3. ) 10. 0 10, 0 -„0 x'� :,„0 go i. 3S 5 ':1 S 4f. TYPE �? SOA, !'•: 2 STIRRUP 4 5+,_►0 ' k�) 2 , .:_) 1. 01 0 10» 0 ,. „ .... , .... .. 0„ 12 .... 52 U U U 1 PIER 1 FOOTING 8 48 SO E2 S 10.0 !- r 1.0, ? 4C� B =i c 1 r WEB LONG. , 6 '7- f_' SO S7 {•.+') r.. �)� £. l ,.:., r. i.r._++ 7 SO S 47 9.0 47 0_ r..;op 93 WEE; LONG, 8 2 0 `�)„+�) .`, 1:r. 37{t'•^• C 2 PIER 1 FOOTING C, r r 24 f.1.. .:�64 94 EATk:.R109, WE LONG. S 24 SO. 36 _:. c';,, �0.1 TYPE 53 4 F''F.A i F(i�fTThyG S PIER 1 FOOT I NG DOI+.� L 5 8 - r• 4e. 80 ---- r ,�+"1 S4 r ^ S +, a 2 � ,:.. ,r 10, �) t ,rl 1 C ., ,_ .. 5 A D, 1 0„ 0, f:,•^ 2 95 `; S EDGE OF CANTILEVER SPAN 2 EXTERIOR I OR 1+,'.EB STIRRUP E 5 5 6 226 8C1 61 5 2 6.0 � . ,^) � 2 9. 0 , 0 _ 2 6. 0 n, 0 TI O E.." O . r, Ol t� 1 3 .. .. 3 S 1. 1 _ r• E, ;.., 10s, 1 1':-►f:i: Y z x X TYPE 54 � 10 1.{�„ r.�i_...� '=-+7 AC•ti:E;�;� DOOR S r_. S,.� C. r 1=' E• PIER 1 S, E. ENI DOWEL ? PIER 1 P•I. E. ENT) DOWEL 7 7 1 O P 5t, S4 S 1 O 11 a. �► S. 0 1.1 1. x=: f, �, -a. � .. 7:, ��40 121.-) ':•�f_-!. F 99 r ,r ES r ,y,_C1_::7:� DO:.IR ACCESSDOOR TOP `� BOT, TRA!'•I�. �, 4 S 1 6 ;�: r_ ,+') __ _i S [, ti RE P F 3 r f ). 1 R 1 4 0 „ {l 0 ri �:: 3� � c_ , 1.... ill !"{.:.r 1...._. '� �'�'�'') - 1' , � � %C TYPE 64 -4 E. R 1 N. FKU OOWFL PIER : 7 B 54 7 � 1.4 6 7.0 0.0 .. {'. C), x�'SS 1 rim 1r�t!> 101 ;SLAB ^,TRANS.C, TOP LA`3 BOT. TNS �214' a f_14 Ci 6.._ _f.: +: .. •-,0 �'' .0 .. 1 4„ � .. �,. r) ':-� .. '�» `7r)'�'r-` _� ... % /� Y E5S 9 P PR r T I 1 ABL Tl~tEN1. 10 PIER 1 S. E. AND N.E. ENn^_k S 5 24 4 SO 5r;'t S n 2 Ct „ C) _ 0 ;-,- r. ,..: r.. {:1„ � �_i 1.._ �_ ��, ,r :-r I O,_ 3 Tr,'I- ,'+ii � -i � TRANS. ("' __►`+ � �:: t._ T , TOP ' AB SOT. TRAM 4 r,Q 4 �, F• _ E,,E) ri 1. r_.. ''_)„ r^1 r 1 1 4 , O 0 , 0 r?f�) _ . 1 0 {,�„ t�.. _ % i. r` 1 1 F_R 1 AB4 �TMEN17 WALL S, 16 2"(0 ^_, 42 �) 1 1. , . 1. 6, !� 1. G. C :., C „ _ . c0 _ _ PI 1 I � Sfl � 1..�i 1 , +,:� 1010 1.O„ 0 .1:, '') x::r.„ 0 1 05 75 14 S. :f.2 i• 104 TOP SLAB SOT. LONG. - 9 41. ':' O _` 3 rl„ ! �) _ 74'-t` ►1 1 PIER ABUTMENT la.At_L 13 C� T{= : 1 AL i ITNE h1�' WALL 1 14 PIER 1 ABUTMENT WALL -. fi, 1} rrr 4 1 ,E,[) r_-,,�) S7 T ^-, ^ 4r.=_' A. , r) 4, Ci ii::_' s_' .4 91 D. _ {:;,, 25 7 x�40 f.1":i 1•,� S AC)S, TOP SLAB BOT. LONG. TOG S!-A3 BOT. LONG=. 9 � 42 42 SO SCt 40 31 '::i., 0 3„ 0 40 .=51 9. =�, rk'c-a_' :f.': 44+~•t.�' %L �'� �- ';5L+'9 SOT. LUNG. S 86 SO 40 0.0 4") 0, - _1':�?1 15 PIER 1 ASUTMEN,T WALL 16 PIER 1 ASUTMENIT WALL s _ S 2- 4 16 B 1 61. T - ^-_, 1 1. 0- 1 ► C 3.0 1. 1. ('•,0 E•, 0 1 1. {-..0 610 1.'"a DID 2.,0 010 +,^ ;:fin 4 1.:, .. r._• 1.r_7 1,� E T;•;F' TOP SLAB BOT. LONG. _ 41 SO r. �a0 0) r � v, _p,) r, 10 r ,•�,�► 5 '•. 1 -_; 3 -" r;�t, r) ram.•. (� � C) o 0,..: C5 {� :i., ._ {1 0„ 0 0., {1 , i. ;")�: f � E', :.r ;:? 0 _ '.i ''. �i;„ .... 4 1 ,motS 1 1 O TOP ^' A� SOT. LONG. SLAB TOP SLAB TOP LONG. 5 ? 2 41 .C) S4 .. >^ __,.. 7 � _.__ C•. ,. `�► �) _.: � c, c, __.. . 1 , :. t- :"' _) � IS PT>tiR 1 S. E. END G 12 SO S r. 3 1 ..5 k') „ .. ;{ „ {� .., . �'�. 0 _ :i „ {„ ,� . 0:, 0 .. 1 :.�.:_` 0 4 4„ 72 111 TOP SLAB TO, LONG. �► . 42 >3 E 40 .. .. .... TYPE 66 A.@W Le, P 1'� PIER 1 N. E. END 6 5 8+�t S 1 4, 5 2 . 0 2 f... 0, 0 i. , 0 1 , ,.:• 1 1 ; �...._ •ry5 r .. .i _ „ _ _ 1 L_ f_iP ,_,_A:� TO: LO, � LONG. �5.US 9 42 S4 E 31 _ .._. C_' r 4„,,.} R• :•. c1 '_l {�. {� ": :.. B. 0 '•i �,. 0 : �. __ f ' S �. ., � :. A ,.:.. c : ,::: 11 4SLABP IG• � TOP TO LOt'•. 9 1 f_ �,�► E r_ 0 .. -) TYPE 67 21 PIER 1 fti. E„ ENI1=t +', 14 C,G T �,.,) rt „ t� {�., t i {:• 4, -( 4 70 1. 1 S 11 E• TOP ;3,+_AB TOP L(�!'I TOP SLAB TOP LONIG . E S ,�a 20150 r,Ct E E 4C? r . DID o~ o }0 {: 01 0� a7 - ,. . 24,:---" U U U W 22 PIER 1 f •i. E . Eh•I>=) +� 14 r� r�+''t �� 2 1 1 .0 C>. O 0. 0 �, 0 0. 0 1 OS 0 s 1. 17 TOP SLAB TOP LONG. , S 2 so E 'r' 30 S , C) _ 0 t',:. 04 23 1 ic,f1R I ER O": PIER 1 S 14 C•� T 1 0.. +,:) 1. 4, 0 :f. c�., r� = r.=:, 4C.. U 2 t, C:3 AR R I >✓R O!'•i P I ER l i. +E• 10 E• S T ,� ,. � ''� 1 '^) S _� , . 'T, 0 0. 0 r, :.':, :`{:3 1.1 E: TOP SLAB TOP LONIG. S 7 E,5 E 1 1 4, Ci 7 (?. O O, 0 E? 20 BARRIER ON PIER 1 4 7 S- O S 2 9 i-) r -., :t ::< 1 4.0 1. D1 010 0,0 :., ?- j. 4 i�_' �l 117 1 �'t rj Y 2- BARRIER ON PIER 1 4 4 S•:0 S 3 3.r) -. i _. "�. ,::: 119 C;a= EDGE OF CANTILEVER SPAN _ r �-, 2 ,) E:^ E 5 +r, ��,) -„ , -1 '7 � :.: 2 �'•., � i � 'i ) f. -ir 1 1 �: „ .... 1.20 TOP SLAB TOP TRANS. 5 269 65 E 1 4. 0 32 T. 0 0110 39 11. 1. 1,=.)'-) � TYPE 60 "'?.. I TOP TRANS. 20), 65 E 1. 4. 1 0, ,_ 30 PIER S-' FOOTING 11 30 so •-, 1. 4 9. o 4 _), _" 121 LAB .. _ 14 64 f._' V 2 , ,.. _ ... „ ... 1 _ 31 • F>TRR 2 r-OOTIN� 1' � lrI DOWEL FOOT DL,�CL 6 11 0 t 1.CO r',,,1 C,k,=, S ^ 14 010 ,,_ ) ,'- ._ ....... .. x:_ _ t:.,_�. Lt_. TOP_AB TO: TRANS. _ c_' _ -, _ - 41 3= . P ? ..R 2 i=1 , ., 31 3 { PIER 2 CO._U'~11'd r �• 10:_ 61 T -� r 1 - ,�) _), _ _ 10 _ {),. 0 S i )., 0 .. .. ,- 1^) 0., .. 1. C., r>,: �_'Slk 5 . 1.23 TOP SLA.r•..1 TOP TRANS. -- 54 _ 6 �_ „ : ,. �4 PIf<R E' GO!_U!'!N •} 714 r�7 T ,.:> i 6.0 - _ - e! e2 _ ��-: IFR 2 CO'_►J"',hJ S 22 r�,Ct S � 1 _r '-- 10. 0 - i 2 " ;'� „ f;" 04 125 CRnS S B�=AM STIRRUP S 44 70 5 S I O 3 11.0 3 i i .. . „ () 1. �► S. _ '-_ 3S PIER 2 COLUMN S 4 SO ry 1.4 6. 0 1. 4 G Go ..... • C• 12 _ t '''1 STRUT CROSS BEAM � . 5 1 c: r cr3 T S '=), fi 1 E,„ 0 1 r, •-•1.:� t�„ --) TYPE BI r .` �7 - _ PT Fr � w ,-' �.Ci!_U!++.;•J +} 20 c•.1 T�., S 1 x= .- �, 0 , �. - _:), C1 ,•_ R. �? . „ 0 0 {)„ n :f ? ; „ f 2.7:: R 1.27 CROSS SEAM '.-1 _ .. 1 1 !--,{) ...... 't'"1 _ ._ _ , .,) {i „ : ;=) „ 1 4 {? 7 v (J r ' _, .- �--TY/�E 8,2-�� 3rrs: PIER 2 HIf'C;E BAR 1,r) f=)E• S4 - S 7 Ci,O "r 7„ 7r ,!.) 1.. 1c''r ,�:R{]E;', EtFA,M, •RUT 1 - SO 15 0 �) is 1 {�) 0, {-) 51. 1 CID 30y. P IFR 2 LOWER CROS- BCAM 4 i. E. '-){1 _ ,.. 1. f, 0 ; 1. 1 " 1.2'�3 r+ SEAM r ,E:Rt SEt,!'', 3SS S 6 -' 1 r . S) . ' 1 n +r {" „ . _ CROSS AM 7 12 SO I G { 1,-.) - / r -7 4;7 PIER 2 LOWER CRC1..-,SBEAM 11 12 - o -, 2E DID ... = r,•; 4 1 s= n r f OI � R r ri;�,:. i h�1 ; E L. LOWER -C i S'-�1_. EA: y 1.0 S �`+�) � S 9 1 - 0. f, l - n 0. .! 27 -, 131 CROSS S BEAD! 7 12 -.{ 12 "� .. 1 ,r ) a f� n _ j i� t) - �..i (j - � ..r , r - •...){' - 4+••• r - t )„ .. ��-, •l r:�. 4=' r I � R �� Gn!_ 1 14yN 4 4 (',�, T '-, r �'t �) .:. -t i. {�„ 0 0, 0 1 � 1.32 OSBEA"^. STIRRUP _ r - f. - -'., y.,r U 43 PIER 2 COLI i!'!N 4 4 r f•, T 2 ^ -° 0 ,. i`,,0 4 l , :1..7+ 133 ^ ' 1 C:RnS;S BEAM r< r._ ' 1.f� S .. j 4.:.. G. 0 4 1 5 1.34 1NITERM. DIAPH. STIRR 5 , ';_7o 4 1. ,fit 1010 1G.0 ::> x_., :`__: /�F 57 /0 /3.5 .}5 _ P T{=R -i FOOTING F� 4� -`) S '� 10 •-4'r) f 1.J � 91 ,..i;"1�; 1-....... :•!c, 1_. E N. 1 P ,� 1 .1NiT Rh'.. CIA H. STRUT � � 3S .. ED ,..: _.. T_i - 2, ") 1 ;- ,'_' 0. ..;5:1 r 4G PIFR 3 FOOTING 6 22 SO S 4i '_-►.0 41 91 1.:_so 13S• INITERM. DIAPH. STRUT S 4,_, r.,G 7 1010 - 47 r PIER -, FOOT ,, 4� S{) ;, 1.{ St,{) .4 ' „ 71% 1.37 IT4TERM. DIAPH. B S 12 SS 16 ': 10 1? 2. C:2. 7 / �o,. Air 4'a PIER_j FOOTING PIER, 3 FOOTING 11. C. so +r,0 so �,+'t S S 20 =' 2,0 1-7).0 20 1..._ ,.._ , 9. 17-:3-4 7 11417 .1.. Fj i3'_a IN1TERM. DIAPH. B >IT�_RM. DIAPH. A ._ S 5 20 E`-• 1'` :.. , : ) ._. .. l t_i � 135 1 40 I Ni ) TERhI, 1=IAr'H. G 5 20 �".,S 2 2 C► ") 7' -r r)r`' L_:.. , SO _ ._ _ PIER j FOOTING 4 - 26 a E7,1 T >- S 1 - r ):.0 �. - t•,t.. 1 A -; :_•.._ r) t... � _ .. r)„ 0 4 7. %s+,_) -) 5s PiFR 3 FOOTING 6 2F S-,,;-) ^ r. 7 - •, S. r 1 7 ... 1..�� S �. �} E1117 ...... �� ta• 1. 14 • PIER i" . , END DIAPH. AP 1-! . 4 7 6 . , 1 .. _. f: � ., _: .. . 0 1n 1 .. {) ., 1 . f. ,�,- .. _ Cl S. C• T yple 90 So ® � r =r S3 R�='T.Ai r•,.T. f•,+,• �dAL1_ DO1+:EL r 1 , PIER B FOOTING DOWEL F, •_-► 4�.. 34 �4 E;r, ,., S ._ f'L' 1.4 ,.:.. '_)„ 0 17 , 4. - L?004 - :x 43 - .. _ PIER 1 END DIAPH, 5 1.2 5+') -' ,� 1 � .0 21 G., f:;*=,'_) - NOTEv 54 P I Erg :� FOOT I > •I, =' DC)l•!rL i 1 1. +^)1. S4 � � 1.4 S,.,r ,) f.r• r.::'.., G7E� 14i; PIER 1 END DIAPH. 4 3� SO 4 � 2 S 10.0 10„0 i,r 1.5 90 4i_• S S. 137 /. r'- /q 6 5. G ode r n o - %h9 b n Yhrs shee Shallbe A S TM bar- oYh rw r [/rnnJ u s s o n e /s 4 c O n/eS w e � /n G ade o/ 1.45 PIER 1 ENE) DIAPH, 4 4 r,+.t ,� 1. S , +� _ ,.a 1 -•_ • 1.D �, - 2 .� . ; r, 3S Sr' ,, P I F R 3 POnT I NG DOWEL. - S S 1 54 - 12 4 . +�) :'.:::t F:•» 1 E:3r: S y` - , i PIER j ABUTMENT WALL � G -i 1 -, C 1 T S 41 _ ,.. 9.0 1 S. S. 0 1. S.0 O,.n .. C>,(� .: 44 .. i:, � ro ,:_0::.: 14 PIF-R 1 END DIAPf-1. 4 4 SO 1' "< .. 2,0 - S7 P I PR -2 ABUTME)'•,T WALL... 4 _ r� R22 1-- _� , T 1 S. ,) - �) , 1 .-37S 14-.1' PIER 1 END DI APH. 4 4 1-,+') _ :_i F< { t :.i 1fir c.., T 4., _ . :f.6 SS PLLFR 3 ABUTPrEN'T WALL 4 S 71 E. T :., S 1 S. 0 1 C, 0 1 „ C 0 0.0 U.0 4 D. 14E� 142 PAVEMENT SEAT PIER 1 4 z SO 1.2 4„C1 i^ /S of S�iown /n �h s Bct L St ,2, Reinlrorcir7 for 1`r-Qf�ic bar ier n i /- i _„_., - 1 �'3 PAVEMENT SEAT PIERS 1 & 3 4 52 C•5 T '_►,. +;�) 2 �?, O C>„ �? �=' E�., •-i-i See; TrQf is Bay -/--%ems Shee f_ 1 S 0 PIER 1 CND DIAT G, 4 SO E. 4.:_i 0. 0 4.::5 0„ r-lr.,r: - - ' S i PIER 3 END DIAPH. S 3 �"O 1. 0 0 „ 0 1. D 0. 1S: PIER 3 END DIAf~rH. 4 34 ;"D T 2 2,0 1 GI 9 ` 1 204 3. Bend AO,-- fr--onsver-se bQr-s due fo r-oadwoy c�--own Cord/�/ons SUPERSTRUCTURE 1r,•_( PIER 3 END DIAPH. 2 4 Sr) 17 9.0 1.7 ?1 i?o have /-nod been shown. These bars s�holl be beef as r-ectuir•ecY • 1 S4 P IE9 3 END DIAPH. 2 r,. r-.o 12 G„ k,.l 12 C,� ,.rk:.., •� h Q C F/9G1I" fo conY'or-m ><o � e con f/on of fhe SYru lure. �`S :i._�.� �c END DIAPH. J PIER 1d'. AI-{.. S S r;,^i 3 {=•,17) _ .( :.` 12 G„ D. 75 1.6 �,0 BOTTt..)M SLAB SOT. TRANS. 5 40 56 T __ 17 1.5 17 1 i 7'7 +�. +E,1 BOTTOM SLAB SOT. TRANS. 5 40 SE. T 16 11 . i t 17 }� , 737 1. SS• PAVEMENT SEAT PIER 3 4 2 !.�O 1 fir 3, 0 � T /ncTc°otes- /en�r-ti bor-s 1`6 be (-�erer-rninea' by SR E-DTTO,., SLAB SOT. TRANS. S S •,.,_ 1 �` number ©nc' of G-2 B=1TTOl" `,LAB BOT. TRANS. S 40 SS T is 9I S 1.7 7„ 7:'34 _ the conrrac tor- from 7L/7e p/ans . 64 BOTTOM EL AS BOT. TRANS. 5 4E SS T i.6 9.0 17 Q. 87G, SS BOTTOM SLAP SOT. TRANS. 5 90 r•.�,E, 17 9.0 1.9 2. 1�"'" )- SSBOTTOM :.. _. ,_ 1r SLAB BOT. TRANS.7RAN;_ 8 S4 S _.. 3.0 _ :. 6 0, Sn >`,7 BE)TTt�: , �,_A�-i E�ci=1T,. TRANS. .�, c, a ,") 54 c_ 1 _ .. 3.�) - {>" ... � TRAFFIC BARRIER +E,B: EEOTTO"! SLAB BOT, TRANS. S S,_a BOTTOM SLAB BOT. TRANS. 5 14 GS 'r' 2 2 S. 0 2 7.0 010 '>> {")„ ISO LEFT TRAFFIC BARRIER 6 229 65 '_•�.0 3 9.0 010 4 �►., 1.4i?�► G rr,„ O 2 7.0 07 0 9 0. 1+"If_' 70 BOITTt.1M SLAB BOT. TRANS. S_ 9 SE, 6 G I O 2 7.0 0.0 0 0 54 161 RIGHT TRAFFIC BARRIER S, 240 6S '.7:30 4 0,. 0 010 4 7,. 1 C• S2 71 SLAB LONG. B�"i1'TO"^ � LA:._< SOT. LO: 11. a 1. � _�, SO S,0 O� O ,_•.f•, s.) ", r7::=? :. _': 162 .x :...... LEFT TRAFFIC BARRIER 6 1!} us. 9.0 S 710 0,0 6 2., 1. 30 _ 72 ,+,. BOTTOM SLAB BOT. LONG. 1 1. 1 S SO 4R 1 1 .0 4'"� i:: A l ,, �:.{" ;'R t.f..:_i R c BARRIER RIGHT TRAFFIC I'r +=• _ 1 C1 GS '-► �:) ... � 10, O .. , 0 C -' S, 9E... 7 3 BOTTOM SLAB BOT. LONIG . {• r 1. R c ._,f} 1. 2 ,r r ,_t , ,_) r 1 n .::547 1. *•• � G cF 1_CpV,-. TRA: F I .: SARR I F_R 4 20 SO 1070 1+E•S S.W. CORNER OF TRAFF. BARR. 4 14 S+') _i ,; .0 ... 74 BOTTOM'. SLAB BOT. Ln!'G. 11 1C. �, 'E0 0„ S1.0 -•r., EirITTO"'', SLAB SOT, LOr•IG. 1 1 i. F, !=,�;� C�0 +E), O c•n 0, r ' ... :�.,.,'•10 .. _, 1+�•';N.W.CORNER N OF TRAFF. BARR. 4 1.4 I:::... , 3 6.0 3 f0 , 0 3 . ..., 0 1� C% ... 0 0. 0 rr 1.0, 83 %�.::i 7S BOTTOM jM SLAP 1^lf_IT. LONGI G 16 sr t AD 3. 0 s : : "s i ;"•7 N.E. CORNER OF TRAFF. BARR. 4 14 r• O ='t 0. 0 a 61 7) 7 � BOTTOM r' BOT. LONG. c' 1("• r.-:11. 44 )„,) 44 10, �7 .1.0. . 1Sy: .. _. S.E. CORNER OF TRAFF. BARR. 4 14 Sr) 3 1.1,.{) ::.i 11., "t S :SLAB BOTTOM SLAB SOT. LONi{' . � 11 1 [, ..... SO 20 0.0, ,�'' ,: `:)., 2444 79 BOTTOM SLAB SOT. LONG. IA 16 01) :: O ;,_) „ O 6{) 0. S i. 0o 80 RDTTO!`! SLAB BOT, LONG. 11 16 E`0 60 0.0 +' 0 0., SAND 21 BOTTOM SLAB TOP LONG. 5 30 SO '•,+ 24 7.0 24 ���::' 7 • 01 92 _i SIDEWALK 22 BOTTOM SLAB TOP LONG. 5 4 SO 1. 6 :.0' . _ _ f?3 BOTTOM ALA. ►P i_ONIti;, G 24 r, ..:.4 57 •. .0 -• r :�':��: �7. ::91 ':=,`� J ,S�IDEWAL1•; 4 SO � 1�-r�f `j6rt 24 BOTTOM SLAB Tf._'IP TRANS. 4 40 Sr:, 17 1 . Sr f. �: �,. r 420 --f; , . c SIDEWALK K 4 -14 ,r- � r.:_. .. r.. ,-r. �,_t > ,r) :+.:.. S •a, f T jyJ SLAB TOP TRANS. 1_)T : )..f OL L. C TRh: l:�, 4 40 �-,�=, 1f• 1. 1. ,,�) a s �.. 0 42 .:1. SLAB TOP TRA!-----. 4 40 SE, 16 10.0 17 11. 473 13 now BRIDGE REGION STATE FED. AID PROJ. N0. SHEET SHEETS DIVISION OF HIGHWAYS ;:�� ;� VrAf Washington De artment State of Trans ortationJ08 SHEET � N12 - �35 10 WASH BRM-1157 (1) DRAWN CHECKED //- SS NIIMRFR ,oq:T 36 W 002 �a�� BELLEVUE, ENTMNCO ENGINEERS, INC. WA PROD. ENGR. PRODIS Few.► 3, c36 AP D of B� jD E 3F ADM, CONTRACT 3/ NO. WA EVERETT, DATE REVISION BY APP D SHEETS HQE DOT FORM 221-011 Revised 6 /80