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t <br />BEG)NNING <br />Vii-OF BRID6E- <br />t of constuction-i It 5 t(3, 15 + G 0, 7 5_1, <br />0 <br />A/ <br />T I N-P,9 E. SECTION 21 <br />SECTION 20 <br />Y, _x <br />ef <br />tc <br />iF <br />f <br />g <br />-op curb <br />F <br />J <br />�, E: <br />Deck - <br />Existing Corcrefe- Abutm6nf- <br />I -C N, Abut - Sta. 15 +G2 <br />Approach fills and asphalt paving on timber <br />trestle are not included in this contracf. <br />00 GENERAL NOTES 00 <br />Specification Design; A. A S. H. 01, dated 1941, <br />Construction: State -of California Division of Highways <br />Standard Specifications, doted April i94S. <br />Live Loading: Girder' Spon' H2-0-GICP <br />Mi mbar Trasflz, H 15- 512 <br />Treated Timber Piles: Design Load = 20 tons <br />Unit Stresses: fc71000 p, s. ii. fs = 18,000 p.s.i. n = 10 <br />C-4 Tr _J1 <br />0 <br />AP <br />ppt <br />Et <br />7 <br />i X, <br />L -1 <br />Lj <br />B. M. <br />R. R Spike <br />in <br />Power <br />Pole - El, <br />112.0 <br />4 <br />19 <br />SW <br />C) 0 () 00o 00 0000 Q 0 0 <br />OD <br />91 N <br />Y5 6To6 of 0)0 '4 6 4 10 P 0) 'cl ' " K 606) 6 02 — 0 p 0 <br />�0 ol— — <br />f pa <br />it <br />0 <br />K <br />f <br />t <br />10 <br />—X <br />-10 <br />f <br />f <br />END OF BRIDGIE- <br />to <br />WS .17+3475 <br />4- <br />T '_T <br />0 <br />go <br />Y <br />(i <br />At SECTION 21 <br />J t <br />SECTION 20 <br />0, ig <br />J <br />41 <br />X <br />1, �// <br />4 1 <br />je <br />'T <br />g[ <br />it <br />E <br />-0 <br />4- <br />0 <br />ry W <br />4- L <br />co <br />Total --Length =174`0� --L-(zvei Grades- Elev. 112.00' <br />-Lt - - ----- <br />4 Spans @ 19'= 7Co'-O' (1&_,P1AeC-0 Nlrli ee)A1e"` yf,4AJ' 3�-3 90'-9" c-c bearings- 2'_ - 9" <br />t Trestle BoGH%2, _t Girder Expansion Bearing- Sta. IG*41,25 <br />Sta.. 17+32.0- Girder Fixed Bearing- <br />10-ii- I Pt I 1AI-i <br />— <br />_T <br />_F <br />If <br />Zl� 0-3 <br /><-t Footinq Block -Sta. 1G+41-5 <br />Black - Sta, f7+3225 <br />- 3 Spans @ 19' = 57`07 <br />0 0 <br />0 <br />Q6 N <br />0 0 0) � 00 <br />k <br />7` <br />T <br />if <br />r <br />Existing tubular tubular 3fefl <br />:,piers to be removed. <br />Yl <br />. ..... ..... J <br />It <br />N\ <br />fell <br />i0o <br />gil <br />2 2'-Co <br />-13ATTF-P, 4 <br />30' Test Pile. <br />Treotqd D. F Piles - Length for Estimating 25' <br />I <br />STATE NO. 29C-038 <br />ESCALON BMOTA ROAD BRIDr; 5 NO, 1181 <br />COUNTY OF SAN JOAQUIN <br />BRIDGE -ACPOSS LITTLE JOHN'S CREEK <br />30'7esf Pile NEAR FARMINGTON <br />GF-NER/\L PLAN <br />Stole yall S heat No. I of 7 S heat -s <br />