Laserfiche WebLink
15 Spans S 28 =0"= 420' 0 <br />V <br />E Abut l / <br />Sta. 8t42 <br />J <br />Refer to sht. ' B for <br />Bridge Approach Railihq Detail <br />_ 14� _ <br />TyP <br />2S° <br />S��'� Place San .Joaquin <br />Ca Bench Mark <br />\ \ Abut �16 <br />\ Sta 12f 62 <br />yr�7� <br />a'o/ a1 <br />69 Rail Spaces 0 6-3"' = 431' 3" ('Typical Aolh sl�les) <br />� PLC iV <br />Scale • 16= 1=0 28-7" <br />c cons ` f 1 ✓� ly : ,.. <br />14 3 2 l4 3 z <br />3 i �--_- _ � „ <br />2 3 i <br />Profile Grade <br />Metal Beam 2 ® 2 % — <br />Bridge R47111r79. <br />Refer to Sht. "B - - <br />TYPICAL 5 EC T ION <br />9 Scale l-0 not 1 <br />Rar/ire sho wry <br />Finished i deck elegy = 72.50 (Level) <br />- <br />S' B U I LT- <br />1 <br />T-�__ 1l 1tit�!_T�Bt��9.s8) 1 11 ll , :�- ;-�'� --r rV <br />1 1 , <br />' ' I ri i 1 i ( i i n rn /q i I n i " r 'fir+ �� 7n i i ..•. "� ' ". .� j" I ily jet NO m6� @ — ---- ------ <br />BRIDGE- —_ 1 I I <br />I I ' i -isfi� ' i CiJv�J/7e/ jf% DE•eJ 16 �lBASS - <br />1 I, 1, I I I I{ I 91 I 1 i I I I I I DATEZ4---- <br />'DESIGN' <br />IIiI I I I1'1 Bridge Plann.n <br />9 and Design lanual' <br />I I California Division of Highwaysu <br />II II II fl II II I� I I ► J II � II <br />'� II ,I I• II II II �� �� �� ;I ;I 11 1i II CONSTRUCTION <br />Standard Specifications, Division of Highways, <br />11 II 11 II Ij jl II II 1� �I <br />'-'U I- L) U ij v II II I I Dated January 1973 and Special Provisions <br />I� '� LIVE L OA D <br />A but -'l Bent-*2 Bent03 BentV Bent 05 Bent06 Bent#? Bent#d Bent'9 Bent/0 Bent-4// Beni'*J2 Bent-113 Bent-W Bent/5 Abut �/6 <br />;i Specified � � �15 20- 44 and Alternative <br />T p Fle v 43 40 j6 -33 �33 33 .32 -32 32 31 3l .31 30 .30 30 29 UNIT STRESSES: <br />Reinforced Concrete: I's = 2$000psi except 20,000 psi in stirrups <br />Piles • Abutments _ Class 45-/ �5 P, ,82-1) fc = /, 300 psi, N = 10 <br />PILE LOADING <br />Bents ®Refer to sht. 5 fa�- details ELEVATION BRIDGE OUANTI TIES Abutment - 4.5 Ton <br />J"0" Removing Bridges .................... <br />Lump Sum �en�- 45 Ton <br />Pre - drilling re uired to (Drawn common to channel �` Structure Excov4tioh (Br.) 6l C.Y. (F) &E/iIERAL NOTES <br />9 4 I. All brush and trees shall be completely Structure Backfi// (Br.) 33 C.Y. (F) horned or removed from, the flaadway. <br />within 4-6 of -specified tip Furnish Concrete Pi/in (Cl.5--/) 2,4/2 L.F 2• — Access from all roads io levees and banks shall be preserved or <br />elev. Abut.-e/ Bent *2 `3 �'*4 0� �ccarevv7ce w,,Yh 5'ee 49-/.16 9 - <br />Driving Concrete Piling (Cl. 45- t) 64 Each adequately replaced. <br />R�yrnen> fr fhi9 work sha//mac cer�sio'�re4 ine%'ed in the c®�hve>` price ,cwid Rer /Sara? fool far )Srr7ishlny concrete Structure Concrete (fir.) 597 G.Y (F) 3. No excavation ,5ha/1 be made or allowed to remali7 in the levee secfion <br />,oi/iny►, <br />Bar Reinforcing Steel /44, 8W Lbs. (F) between Nover»ber / and April 15 unless other wise approved by the <br />1 , <br />Miscellaneous Bridge Steel (Hinge) 7,210 Lbs. (F) 5tate Reclamafian Board <br />Metal Beam Bridge Rai/Mq 956 L.F 4 All construction materials shall be retwyed from within the floodway. <br />(F) Denotes final pay quantify <br />�+ Refer to S.P. A62-88 for lr'mits ofpayme,*t <br />for Str. Exc. (Br.) .Str. Bkfl. (Br.) <br />PROJECT ENGINEER DATE _ CHECKED BY-----._.uAT E suami"_rTE© BY ._ aiaE- �APPROVAL- -- ---------------------- --- -----.._-- � u �„ PROJECT- DUST/N R0,40 aR. l/36 I��. �I�Iw�� <br />O U HEET TOTAL <br />N T Y O� S �� � O O tJ I N SCALE As NOTED GENERAL PLAN -- <br />� <br />DRAWING N O . STATE NO. 29C-129 4 J0 <br />w- r <br />