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No. 38C-0032 O PLAN 1" = 20' HYDROLOGIC SUMMARY LEGEND: C Drainage Area: 1,050 square miles � - Bottom of footing elevation PILE DATA TABLE 0 - 24" Octagonal PC/PS Concrete Piles N Design Base Flood of USACOE Overtopping - Class 140 Piles Location Pile Design Nominal Resistance (kips) Specified Design Ti Specified Tip Permanent Flood Flood Record Flood 0 - 3's� Stone Column (Stage 1 Const cn Loading p Cut-off ( ( ) Steel Casing y y y y y - ( g ) Type (kips) Compression Tension Elev. (ft) Elev. ft Elev. ft Tip elev (ft) Frequency50- r 100- r >100- r 200- r »500- r Exist Piles Discharge 8,000 ft3/s 8,000 ft3/s 9,019 ft3/s 13,100 ft3/s 41,300 ft3/s L Abut 1 Class 140 140 280 N A _ m / i 89.6 44.6 (1) 44.6 (1) NA Water Surface Elevation at Bridge 81.4 ft l 81.4 ft 82.2 ft 83.8 ft 89.8 ft NOTES: Bents 2-20 24" PC/PS _ 550 - 98.3-108.9 15 (4) 15 (4) NA Flood plain data are based upon information available when the plans were prepared and are 1. For pile layout see "ABUTMENT 1 LAYOUT" sheet. Octagonal shown to meet federal requirements. The accuracy of said information is not warranted by the Bent 21 24" PC/PS _ 550 - 108.5-109.4 30 (1) 30 (1) NA Counties and interested or affected parties should make their own investigation. 2. For ground improvement details, see "GROUND Octagonal i IMPROVEMENT DETAILS" sheet. Bent 22 54" CIDH - 1210 - 81 10 (1) 10 (1) 40 L o Bent 23 72" CIDH - 3030 - 60 -50 (4) - 50 (4) 35 BENCHMARK DATA o Point Northing Easting Elevation Description Bent 24 72" CIDH - 3020 - 58 -50 (4) -50 (4) 35 501 2099928.92 6418186.05 119.55 KSN control, a 5/8" rebar with a yellow plastic cap marked "KSN CONTROL" located on the west levee of the SSJID canal, on the south end of the north -south canal run, on the west Bent 25 54" CIDH - 1290 - 88 20 (1) 20 (1) NA side of McHenry Avenue, north of River Road. �I 55001 2102597.53 6418301.62 120.74 City of Escalon BM 10, a brass disk located in the southwest headwall of the SSJID canal on 00 Abut 26 Class 140 140 280 N/A 105.2 60.2 (1) 60.2 (1) NAC114 the west side of McHenry Avenue, and the south levee of SSJID canal. N Design ti elevation is controlled b the followin demands: 55003 2099786.40 6418330.53 113.52 T 957, a survey benchmark set in the northwest abutment of the bridge over the Stanislaus 0 (1) Compression, (2) Tension, (3) Lateral. (4) Liquefaction ACTUAL PILE TIPS IN BENTS 2 TO 19 VARY River, see NGS PID HS22242 for additional information. Note that benchmark is located on FROM ELEV. 15 TO ELEV. 25 DUE TO HARD west side of the bridge not east as described on the NGS data sheet. COBBLE DEPOSITS UNDER GRAVEL. SEE NOTE: Survey Control: Bearings and coordinates are based on the California Coordinate System of 1983 (CCS 83), Zone 3. U THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIRECTED PILE TIP CHANGES FOR STAGE 2, Elevations are based on the North American Vertical Datum of 1988 (NAVD 88 CGPS). DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ON ,;HFFT 5-112A The Unit of measurement is the US Survey Foot, 2007.00 Epoch date adjustment. t � e o SURVEY I REVISION I DESCRIPTION BY DATE SCALE PREPARED BY DATE SA N J O AQ U I N COUNTY PUBLIC WORKS DATUM: p c, McHenry Ave Corridor Improvement Project HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 �M /n VERTICAL: J. FREKING 09-29-16 cn A, BROWN o �'0 t 2 DESIGNED: AECOM Technical Services, Inc. McHENRY NaRINC48859 AS -BUILT I I I I I N. CA R N 9- -1 2020 L Street, Suite 300 * Ex , 09-30-18 � CHECKED: LDE O E 0 29 6 •'. • p INCHES Sacramento, CA95811 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) `rTq CIVIL z E Resident Engineer - Mauricio Rivera P.E. T 916.414.5800 F 916.414.1557 ,�-�. r w ' - i 1I 2I 30 4i I0 APPROVED: 0. BROWN 09-29-16 �'q`,/ a�P FOF cn��F° FILE No. : Structure Representative - David Franco, P.E. MIUIME4RS F.o. R r FOUNDATION PLAN N0. 1 STAGE 1 Revisions By 9/28/2021 DRAWING S-112 OF S-153 SHEET 1 16OF176