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a Sta. 163+99- 24'±Rt. <br /> Sta. 163+99-(24'±Lt.) � <br /> Exist. EP Exist. EP-102.501 102.50 Elev.=104.35 <br /> Place 20 L.F. x - N T.B.M.#27 Bridge nail in 6" D . <br /> 12" Dia. C.S.P. oz Q, Const. Place 20 L.F. x post W/S 2,550'± S/0 Carter Rd. <br /> X eQ L� <br /> 12 Dia. C.S.P. <br /> Box Culvert Extension 102.49 c' sq 101.43 <br /> See S.P. D81 & D82 R.&D. Exist. headwall and wingwolls oae <br /> +80 refer to Box Culvert Extension detail +80 Box Culvert Wingwall <br /> on sheet No.9 (Typ.). Q Type D". See S.P. D85 <br /> V I — - W678 163+74 — _ — <br /> A X �� —�— Note: <br /> A ��� 1 . The Contractor is to field verify all existing <br /> Exist. 4'x2' P.C.C. double box I\ Q Box Culvert dimensions prior to bidding. <br /> Culvert to remain in place. `Exist. Irr. Structure 2. <br /> tportions of existing wingwall 1' below <br /> o remain in place. <br /> X �I� � > The contractor shall remove -- Q' finished grade may remain in place. <br /> D R.&D. Exist. pipe. 101 .49 ' and salvage Bench Mark `9 3. Remove existing concrete to Box Culvert <br /> Place 26 L.F. x 12" Dia. C.S.P. without damage and given <br /> I <br /> PP 9 g floor. Remainder of footing below Box <br /> o with Flap Gate 23'± (Lt.). Refer -sem to the Resident Engineer. ) Culvert may remain in place. <br /> �. to sheet No. 17 _ <br /> m <br /> z Exist. Utility Pole to remain / = Shape to drain <br /> K in place. 1' Min. space 101.89 <br /> between pole and pip = Repair Area <br /> e. Pavement <br /> ,. 60'— 101 .65 = Invert Elevation <br /> 108 Asphalt Concrete (Mist. Areas) <br /> 19 6' <br /> . -B .- — 6. <br /> 19.6' <br /> 106 . �'�., Var. A.C. Overlay <br /> 025' 2" ,See Sheet-No: 18 - <br /> 104 _ 104.13 V r { Vag Var for Railing Details. <br /> 104.13 <br /> 2.99 <br /> 10 -- - - - . , , _�- Asphalt 3 - Equal to Existing 3 <br /> - <br /> -�_-- ____-_ .. _ __ : _ _ . _ Nisc;.Areas) S.P. D85 S.P. D85 <br /> 102 Backfill _ 102 88 <br /> Asptraft Concrete ,;1, _ 's,.fi�tth -Exist f L (TYP ) <br /> '� Conceete. <br /> 881 <br /> lo, m100 T.� 100 99 hon Exist.: 1 Firm 00 bg d Applr4 $oexlQsting ground <br /> > - - - Max. r--- Max. <br /> il <br /> - - <br /> A <br /> r 77V <br /> m _ S_ectiort Al—A compacted 'bhckfiH as . .. . ... <br /> z Q _ directed by the .Resident Engineer <br /> ao zo to f 10 20 ao <br /> No Scale: <br /> COUNTY OF SAN JOAQU IMF HORIZONTAL 1'=10: BOX CULVERT EXTENSION ESCALON—BELLOTA ROAD RESURFACING Sheet No. <br /> VERTICAL 1 = 4 (Mariposa Road to State Route Highway 4) 10 of 21 <br /> DRAWN BV DATE I PROJECT ENGINEER I DATE CHE KED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br />