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1611 COUNTY I <br />GG's <br />p10 p132 <br />E GET Sx5s OTAL <br />.a <br />STRUCTURAL <br />TYPICAL STRUCTURAL SECTIONS <br />iA�5ia.8pT <br />Si <br />205 <br />- @ <br />(THIS SHEET <br />BIRD ROAD <br />r <br />t-pt2-tfo�E; <br />HP ES ETN <br />ETN <br />ES HP <br />ISI IrP=7, R=25 TI=13.5, R=25 IICREGISTERErlVly ENGINEER Ts <br />x <br />1:0 2.4 <br />6.0 6.0 2.4 <br />1:0 <br />I! n 105 mm HMA (TWE A)�2]0mmPCCsLL <br />, <br />270 mm CLASS 2 AB 5 30 mm HMA (TWE A) 1-20-10 <br />pT+ R <br />150 mm LCBPLANS APPROVAL DATE <br />IZOMAI <br />' <br />,-, �T=S, R=25 215 mm CLASS 2 AS of Im <br />Dfir SON Or mo%ftA <br />21--{ ]5 mm HMA (TWE A) fP1APNOW •?o <br />smmsrc <br />CLASS 2 AS T=14.5, R=25 of `os <br />Or .�xr2. <br />L165 mm or <br />225 mm HMA (TWE A) <br />=$ 2R <br />PG <br />2S 2R 2% <br />5�$ <br />6 360 mm CLASS 2 AB OMNI-MEANS, LTD. <br />P=6, R=25 943 RESERVE DR. #100 <br />300 mm CLASS 2 AS , #1 <br />SAN JOAQUIN COUNTY <br />1810 EAST HA2ELTON AVE. <br />H <br />w <br />3 90 mm HMA (TWE A) <br />m <br />ROSEVISER CA <br />STOCKTAS <br />95205 <br />c <br />- <br />)�q <br />210 mm CLASS 2 AB <br />11=14.n R=25 <br />R= <br />rPC <br />x <br />A <br />,� <br />rT=9. R=25 <br />a <br />a <br />�_ <br />__ _____-_ ____ <br />,-, 17 H-I 30 mm AC(TYPE A) <br />4'I--L 135 mm HMA (TWE A) u <br />r__________ <br />mm LCB <br />------------------__,_. 5 <br />L150 <br />375 mm CLASS 2 AB 215 mm CLASS 2 AS <br />4 WIDTH=2.4 <br />(------- <br />STA 14+91.]53 f0 <br />0-1.2 0-1.2 <br />STA 15+39.861 Exist BIRD Rtl. <br />DRAINAGE BASIN <br />COUNTY Var VERNALIS ROAD Var <br />BIRD ROAD <br />(SEE DRAINAGE PLANS) <br />TCE R/W HP ES ETW ETIN ES HP R/W <br />Y <br />DRAINAGE BASIN <br />"E" LINE <br />0.0 - 6.1 2.8 - 14.4 1.0 5.7 - 3.6 7.3 - 3.6 1.0 1.8 <br />(SEE DRAINAGE PLANS) <br />STA 14+91.753 TO STA 16+08.032 <br />Var Vor Var Var <br />I <br />PG <br />2R 2R 2% 2R <br />o <br />e <br />BIRD ROAD <br />Var <br />HP ES ETW <br />ETMI ES HP <br />0.6 Min <br />74 <br />r <br />Wo <br />m <br />1.0 2.4 <br />4.9-6.0 6.0-9.0 <br />2.4 1:0 <br />OG �''A <br />OG <br />xVar <br />Var <br />--- ____-_ _____-____________ <br />VERNALIS ROAD <br />U <br />"F" LINE <br />PG <br />STA "i 27+60.991 TO 32+00.000 <br />5R 4R <br />?2% <br />2R 5. <br />x <br />-- <br />>:q <br />rc <br />K4 <br />BIRD ROAD <br />w <br />-- ----____ <br />_- - <br />------------- <br />TCE R/W HP ES ETV ETV! ES HP <br />R/W TCE <br />3 <br />---------------------' <br />6.1 1 7.8 - 24.1 11.00 - 2.41 3.7 - 6.0 1 3.3 - 6.0 10 - 2.411.01 9.1 <br />- 34.2 7.1 - 23. <br />Var Var Var Var Vor <br />Var Var <br />STA 13+]1.5]9 to <br />// <br />STA 14+24.5531 Exist BIRO Rtl.J <br />DRAINAGE BASIN <br />BIRD ROAD <br />(SEE DRAINAGE PLANS) <br />- <br />DRAINAGE BASIN <br />U <br />(SEE DRAINAGE PLANS) <br />"E" LINE <br />PG <br />STA 13+00.000 TO STA 14+24.553 <br />2% 2% <br />58 2x 5 <br />Vor - - - <br />` <br />Vor <br />0.6 Min <br />0.6 MIT <br />I `zx-- <br />__ <br />-'-- -- - -- <br />Fi <br />¢ <br />I;q Exist BIRD Rtl.-1 2 <br />- <br />S <br />TCE R/W HP ES <br />ETW BIRD ROAD <br />ETW ES HP <br />R/W TCE Vor (0.3 Min) <br />l 211N 3.4- 35.6 11.0.2-2 <br />3.6 - 4.9 3.6 - 8.5 <br />h.2-2 1.01 3.4- 30.3 <br />16.3-80.0 <br />g <br />Var Vor Vor <br />Var Var <br />Vor Var <br />VarBIRD ROAD <br />DRAINAGE DITCH <br />(SEE DRAINAGE PLANS) "E" LINE <br />STA 16+08.032 TO 18+10.000 <br />4 <br />PG <br />S5 <br />SR 2R <br />2$ 2Y. <br />2% 5_R <br />I- Var <br />Var <br />10 <br />0.6 Min <br />6 M" <br />_ <br />)q <br />Ea <br />.o <br />OG <br />4 6 Exist BIRO Rd <br />4 Y'A <br />AS BUILT ALL DIMENSIONS ARE IN <br />METERS <br />chi <br />VO <br />(0.3 Min) <br />VarS <br />(0.3 Min) <br />CONTRACT No. 10-2A7804 UNLESS OTHERWISE SHOWN <br />x <br />BIRD ROAD <br />DRAINAGE DITCH <br />C.C.A. DATE 08/ 15/ 2014 <br />i <br />DRAINAGE DITCH <br />(SEE DRAINAGE PLANS) <br />RE.NAME Juan R. Zuhiga TYPICAL CROSS <br />SECTIONS <br />(SEE DRAINAGE PLANS) <br />"E" LINE <br />STA 10+70.000 TO STA 13+00.000 <br />NO SCALE <br />X-4 <br />BORDER LAST REVISED 3 <br />CU 06257 <br />EA 2A7801 <br />