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RAW C nst.R/W RAW <br /> \ — 37.5' - 2.5' 40' Type p Wingwall <br /> ` TYp•) <br /> -- 32' - - — — — — — <br /> 18'-4" I 19'-3" 12'-9" 77 14'-0" <br /> E.P. I E.P. ?; I 5,-0" <br /> 17'-4" -I- 16'-1" -� A I Flat Invert <br /> ew 3'30' <br /> — + 3' Cut-Off Wall No. 21258 <br /> END ELEVATION 9'FCIVI <br /> rs, <br /> Fo�� <br /> CAL% <br /> � l SCALE: 1 " =5' <br /> BRANCH DRY CREEK I toremainncplace. <br /> ulvert <br /> Sta. 300+60 2.2 <br /> M 9.5" <br /> I a <br /> 14 <br /> Exist. Headwall and Wingwalls I 56 5' <br /> (Lt.) to remain in place. 6' <br /> 7' 8' <br /> Remove Exist. Headwall <br /> and Wingwalls (Rt.) <br /> (T,yP ) 10" <br /> 2' <br /> / 2, <br /> LOWER SACRAMENTO ROAD <br /> - 6" Sand Bedding <br /> MINOR STRUCTURE W - 201 Extend 14'x5' Concrete Box Culvert. Exist. Concrete Footing <br /> See S.P. D80 and D82 for to remain in place. <br /> SCALE: 1 " =5' details. <br /> Box Culvert Wingwall, Type D. SECTION A—A <br /> See S.P. D85 for details. SCALE: 1 " =25' <br /> Const.R/W Exist.: E.P. * Var. A.0 Overlay <br /> Exist.t EP <br /> 34Var. _ Var. 2� _ 34 <br /> .1.� _ _ <br /> .:... .. ...... .. ............. <br /> ....... ....:............. <br /> 0.10' A.C. Overlay <br /> Remove portion: of existing <br /> 32 concrete parallel to parapet 32 <br /> ......... .....:........ .... .... ...... ... ... .... ...... .. .. ...... . ..... ..... .. ....... .. .,.. .. ....... .. .. ... ...... ..... s. .. .. . ..... .. ....... .., .. .. ..... ...... .. .......... . . .... ... ....... .... ....... ...... .. ........ . .. .. .. .. .. . ....... ... . ... <br /> .. <br /> 'wall . <br /> RAW <br /> Connect to Existing Box: Culvert 2' <br /> 30 30 <br /> See S.P. D82: for details. <br /> ... . .....: :. .. .. Expansion-Joint..not not . . <br /> Existing: Channel profile <br /> 3' 2' <br /> 2 <br /> 28 <br /> 8 <br /> Elev. 2 <br /> � E fi.76 <br /> 26 __. 26 <br /> ... . ...... .. .......... .. ....... . . C <br /> "Remove concrete pdrdliet:�' onform <br /> - _ ---- 3' <br /> to parapet and splice to <br /> existing longitudinal re bar: * A.C. (disc. Areas) - Var. A.C. <br /> in all members. 6" Sand Beddin <br /> 24 PROFILE SCALE: HORIZ. 1 " =51 : Firm subgrade soil or -� g Depth (1 .2'-1 .3'). <br /> ,. - �: compacted ..backfill as <br /> _ . __ . . . .... . .... ... . ....... ..._. .. . . .... .. . . <br /> 24 <br /> o VERT. 1 —2 directed by the Engineer. SHEET Z <br /> - S;P. D85 for details. TOTAL <br /> but off Wgll. See <br /> X <br /> Cu. Exc. o <br /> Yds. Emb. _ Z <br /> LO STA. 30 20 10 10 20 30 <br /> z <br /> o DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE LOWER SACRAMENTO ROAD AND SHEET TOTAL o <br /> MINOR STRUCTURE N0. SHEETS <br /> Carole Griffin ,�l �� G/ COUNTY OF SAN JOAQUIN SCALE AS SHOWN LIBERTY ROAD INTERSECTION IMPROVEMENTS m <br /> '% 6/45 �/u•uil.Griid /�/s� �f GENERAL PLAN 500' South to 600' North of Libert Road 4 s <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> L \CAROLE\LOWERSAC\PLAN\MSPP <br />