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3' 107.62 Sta. 80+23-(25'f Rt.) <br /> Elev. +28 r�_ R &D. Exist.-- <br /> Exist. Headwalls <br /> T.B.M. 13 Bridge <br /> M.B.G.R. (Typ.) I' 'ii / <br /> Exist. EP <br /> T.B.M.#13 Bridge nail in P.P. _ I �Exist. Utility Pole <br /> W/S 420't S/0 Dodds Rd. 2'' to remain in place. <br /> +23 Const. I� R.&D. Exist. Decks <br /> ,� and Walls, Leave <br /> Place 20 L.F. x rebar exposed <br /> i12" Dia. C.S.P. s •,.i . -- �f �- <br /> Exist. Utility Pole to)tA <br /> New EP <br /> relocated by other. ( 107.40 '~ 2 <br /> R.&D. Exist. headwall and wingwalls <br /> i New construction r~1 ' <br /> refer to Box Culvert Extension detail +04 R.&D. Exist. Floor, <br /> PP this sheet. Leave rebar exposed <br /> The contractor shall remo — T <br /> v5 —o_ Min. 2' space ac <br /> and salvage Bench Markr — — — — 0 — o <br /> without damage and given °. II u {--� <br /> to the Resident Engineer. _ I _ _ n - T -Existing <br /> — — W680 79+95 = _ Iq ��3� �; construction <br /> — Box Culvert Wingwalls Box Culvert Extension (Typical) <br /> Type "D" SeeS.P. D85 Refer S.P. D82 <br /> Note:R/W Exist. 4'x2' P.C.C. double box CulvertBox Culvert Extension 1. The Contractor is to field verify all existing <br /> to remain in place. See S.P. D81, D82 Box Culvert dimensions prior to bidding. <br /> 2. Portions of existing wingwalls 1' below <br /> New EP finished grade may remain in place. <br /> Exist. EP <br /> ew 3. Remove existing concrete to Box Culvert <br /> i Ml ��` floor. Remainder of footing below Box <br /> m X / / \ Culvert may remain in place. <br /> D j <br /> Shape to drain <br /> . . . ._ <br /> -- - - - - - 4. . . . 19. . . — 19' . . _.. 9' . _ = PavementRepair Area <br /> 112 a het o 8 � = Invert Elevation <br /> . . Bbakfln wth. .. . r0-.2S' 2, '_. for Railing ..6etdl Is. _ <br /> 101.65 <br /> Asphalt Concrete ,. va Val . . Uar.,� . . _ . . . = Asphalt Concrete (Misc. Areas) <br /> 110 <br /> - 109 71 - - .�'� < - Vor 109 90 , Below A.C. Overlay <br /> 106 Match Exist., T I' Backfin with(M Asphalt <br /> See Detail th s sm-et;-- -� � nerete (Misc. Areas)- <br /> --- <br /> _ `.1�- 3, 3. <br /> 107.79 r- - - - Equal to Existing - <br /> 1 ( yp ) � S.P. 1)85 TP. D85 <br /> 106 ! 7�; r- atc Ernst Pt T I--1 106 <br /> _ _ L -- <br /> 105.94 r - - -- - - - rox existin round <br /> .. . Max. ---------------------------- max. <br /> A 104 Rock Slope Protection Facing '� / S IOft A—A Firm sub rade -soil or <br /> tdethbd .B-Class Na 3 Backing to'rrlPirGte� 1s6 tcfJt as <br /> m refer, S.P. B1,3 2 10394 Clean Exist culvert _ directed by the Resident Engineer <br /> z -. <br /> 30 20 10 F 10 20 30 <br /> No Scale: <br /> COUNTY OF SAN JOAQUIN ,WE HORIZONTAL 1 "=10: BOX CULVERT EXTENSION ESCALON—BELLOTA ROAD RESURFACING sneer No. <br /> VERTICAL 1 "= 4 (Mariposa Road to State Route Highway 4) 9 of 21 <br /> DRAWN BY DATE PROJECT/ ENGINEER DATE CH KED DATE sn� SSUB ITTED DATE APP 0 L MENDED DATE <br />