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NE <br />0- <br />O <br />0 <br />0 <br />C14 <br />06 <br />C'4 <br />C_ <br />CU <br />Cn <br />c- <br />c <br />X <br />Q) <br />Location <br />Ln <br />7-11 <br />N <br />PILE DATA TABLE <br />Pile Design Nominal Resistance (kips) Specified <br />Type Loading Compression Tension Tut —off <br />(kips) Elev. (ft) <br />L <br />Ln Culvert 24" CIDH 114.75 <br />Outlet <br />0 <br />0 <br />< Design tip elevation is controlled by the following demands: <br />(1) Compression, (2) Tension, (3) Lateral. <br />C: <br />Allowable Bearing q <br />all = 3.0 ksf <br />Pressure: <br />00 <br />C114 <br />CN <br />NOTE: <br />rl- <br />114- <br />THE CONTRACTOR SHALL <br />VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL. <br />-1 C: <br />SURVEY <br />REVISION DESCRIPTION <br />v <br />DATUM: <br />c- <br />C) <br />6N <br />C <br />C; <br />0 <br />va <br />A <br />Cn <br />FILE No. <br />R W: <br />Design Ti Specified Tip <br />Elev. (ftf Elev. (ft) <br />69.75 69.75 (3) <br />McHeirn,%%% C*MWW Wipironnient Prajsot <br />Date Accepted , <br />AS -BUILT <br />Resident En*w - Mounclo Rivers, P.E. <br />Struckim FeiWaswoon - DwM Franco, P.E. <br />Revision By V, MN4(L- Jwa 8, 2W <br />LEGEND <br />Eq -- Indicates Bottom of footing <br />0— Indicates 24" CIDH Piling <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL- DRAWN. H. SULLIVAN <br />VERTICAL: <br />DESIGNED: J. FREKING <br />0 1 2 <br />1 1 INC I INCHES I I CHECKED: A. SELLADURAI <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />MILLIMETERS <br />V <br />Concret' B a rriie <br />(Type 80 Mod <br />PP "Oncri I tl'n to <br />Lo <br />+ <br />i <br />C <br />0 <br />0- <br />i2 <br />0 <br />F- <br />Remove Exist <br />Chain Link Fence, <br />see "Road Plans" <br />to Roo 16+18.40± <br />1 1.8'± Rt <br />:)Ie Box Culvert <br />rt Extension <br />PLAN <br />1 to = 5' <br />R /W <br />• Pmn\/p F)eic-f KA (,P <br />see "Road Plans" <br />R 16+40.98, 30.75' Rt <br />,.Elev at top of Headwall 115.42' it � <br />End Headwall and Conc Barrier (Type 80A) <br />Begin Conc Barrier (Type 80 Mod), see F rbad Plan <br />Conc orn, <br />1105.92' <br />r <br />In <br />Pi <br />Cn <br />----------- <br />"N <br />00 <br />S 34042'48.9 $1 E <br />I it I <br />110"o- <br />- - — — — — — — — — — — — — — — — --- - <br />J U, <br />1106.117' <br />11 05.92' <br />POR" I r- <br />Elev a <br />Begin Headwall and Conc Barrier (Tyke 8 A) <br />Point <br />Northing <br />Easting <br />Devotion <br />Description <br />501 <br />2099928.92 <br />6418186.05 <br />'119.55 <br />KSN control, a 5/8" rebar with a <br />yellow plastic cap marked "KSN CONTROL" located or the <br />west levee of the SSJID canal, or <br />the south end of the north —south canal run, on the west <br />side of McHenry Avenue, north of <br />River Road. <br />55001 <br />2102597.53 <br />6418301.62 <br />120.74 <br />City of Escalon BM10, a brass disk located in the southwest headwall of the SSJID canal on <br />the west side of McHenry Avenue, <br />and the south levee of SSJID canal. <br />55003 <br />2099786.40 <br />6418330.53 <br />'113.52 <br />T 957, a survey benchmark set in <br />the northwest abutment of the bridge over the Stanislaus <br />River, see NGS PID HS22242 for additional <br />information. Note that benchmark is located on <br />west side of the bridge not east as described on the NGS data sheet. <br />Survey Control: <br />Bearings <br />and coordinates <br />are based on the California <br />Coordinate System of 1983 (CCS 83), Zone 3. <br />Elevations are <br />based on <br />the North <br />American Vertical Datum of 1988 <br />(NAVID 88 CGPS). <br />The <br />Unit of measurement <br />is the <br />US Survey Foot, 2007.00 Epoch date <br />adjustment. <br />DATE <br />09-29-16 <br />M <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-16 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916,414.5800 F 916.4-14 1557 <br />®Pq UiN.co <br />5 �, <br />.!7-t-7 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />F <br />ORIN A, BROVIN <br />McHENRY AVE CORRIDOR IMPROVEMENTSI No. C48859 <br />, 09 <br />L . RIVER RD CULVERT EXTENSION AT SSJID ESCALON SPILLWAY Exp-30-18CIVIL <br />OF C L0, <br />FOUNDATION PLAN <br />DRAWING <br />S-203 <br />0 F <br />S-206 <br />SHEET <br />I 60oF1 76 <br />I <br />