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kz I <br />L--Z <br />1�j <br />2. 0 har? <br />41 <br />-# 6' 0 <br />!�Jl <br />�)7 <br />APPROXIMATE-Q-UANTITIES <br />REMOVING CONCRETE <br />3 <br />C.Y. <br />STRUCTURE EXCAVATION, TYPE A <br />155 <br />C.Y. <br />STRUCTURE EXCAVATION <br />75 <br />C.Y. <br />STRUCTURE 2ACKFILL <br />80 <br />C.Y. <br />CLASS A CONCRETE (BRIDGE)(715 C.Y.) <br />LUMP <br />SUM <br />CLASS A CONCRETE (FOOTING BLOCKS) <br />100 <br />C.Y. <br />PAR REINFORCING STEEL (BRIDGE)(155,000 LBS.) <br />LUMP <br />SUM <br />FURNISHING CONCRETE PILING <br />1,620 <br />L.F. <br />DRIVING CONCRETE PILES <br />53 <br />MISCELLANEOUS IRON & STEEL <br />2,200 <br />LBS. <br />METAL BEAM BRIDGE RAILING <br />708 <br />L.F. <br />REMOVING EXISTING BRIDGE <br />LUMP <br />SUM <br />77:3-1-ul Lenql-h of 5rl'al, 33 0 <br />3 @D-50'-o <br />ElF <br />lormalW7lodhiyh6 9 � <br />OZ R/ C/ �o rHet- Le I <br />k <br />IS z J <br />El 2. 0 <br />LI -5. 01 <br />N. q 1 � �� 1( <br />�I�1i sir) i <br />Tr seal <br />FIL-r Z' <br />% �� <br />Pier 3-,,*FXter 4- <br />�Fler 5 <br />Dal-ulv E1,--P-w11'on -50-0 <br />79 60 <br />EL EVA TIO A/ <br />Jccle, P=ZO -0' <br />!IS C. Of ,E. SaI7 /0-/- 79 <br />Profile . rP GAG 17A— <br />Ile' <br />�A <br />41 <br />QIV <br />Dec� Droll? <br />fV <br />5 <br />-,10. 27 ock <br />.3 01,151301, w <br />77 30 <br />Pain 7 3r 2 9 C-03 I/ S. &S. 41017. <br />Ir <br />9 Da Ae- - Per ZO. 98 <br />Cl <br />r-- -,/ -/, - L' � TZP E�- <br />7- VATI 01V5 <br />3UP <br />7/:p <br />5 , .00 <br />3 <br />-35-00 <br />pier 4 <br />- 31 <br />Piet- 6 <br />-,?o -oo <br />-A6u)ly17eof <br />.......... <br />PLAN <br />0 caiwo <br />Pj--o file c rade <br />?ate— 1 <br />421 Z-./ <br />% <br />as u <br />k kl� - <br />U <br />Roh?/- 3r. e,9C-28 I Dayte <br />brac <br />J <br />Z 8 8o 8 3,20A <br />,F-1 <br />75-e <br />For Ov7o-a/ Alal-es see Shee-l- BRIDGE DEPARTMENT <br />A.414 DESIGN SECTION <br />Project Designer <br />Chief Designer <br />DESIGN BYChecked &I <br />DETAILS BY X-,, Ch,,IM <br />QUANTITIES By CheckedW0/e/%7b77 <br />LIVE: -/.�,JAD IY20-SI6 -4-4 <br />— SPECIFICATIONS By Plans and Specs. <br />Compared <br />Approval Recommended by Civil and Structural <br />T)"PICA L 5F- C T/O,,,V <br />FED. ROAD FISCAL SHEET TOTAL <br />DIV. No. STATER No. YEAR No. SHEETS <br />7 <br />CALIF. 5-9070)1 <br />ro <br />14 <br />DIET. COUNTY ROUTE SECTION SHEET <br />No. <br />TOTAL <br />SHEETS <br />X Sd FAS 90 <br />9 <br />ASSISTANT STATE HIGHWAY ENGINEER CIVIL ENGINEER <br />LICENSE 1414 <br />DATE APPROVE.--" 23 <br />STATE HIGHWAY ENGiNt-E*->/CIVIL ENGINEER —LICENSE <br />2084 <br />1�?�INTY ROAD COMM(SSIC,-tJEl- <br />4q, <br />r <br />4 <br />ue Id-1 t'-16-p/aw <br />//V[-,E/V <br />TO Pi-ANS <br />Plan <br />Founclafion Plan <br />3 <br />Abu;amen <br />-,A <br />Pig rx <br />7y-p1col Se-&-lbo <br />ReInforcemeni- <br />Stanlord Delvils- <br />Pile De Ivils <br />19 <br />Loy 0 7� 're S -� 130r,"nys <br />