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N <br />0 <br />/ <br />Q) <br />co <br />N <br />N <br />d- <br />0 <br />0 <br />Q0 <br />a <br />0 <br />U <br />4- <br />O <br />0 <br />0 <br />C7 E <br />O <br />U <br />cn — <br />�o <br />n J <br />INDEX <br />SHEET NO <br />S-301 <br />S-302 <br />S-303 <br />S-304 <br />S-305 <br />S-306 <br />S-307 <br />S-308 <br />S-309 <br />S-310 <br />S-31 <br />1 <br />S-312 <br />S-313 <br />TO PLANS <br />TITLE <br />GENERAL PLAN <br />INDEX TO PLANS AND GENERAL NOTES <br />STAGE 1 CONSTRUCTION PLAN <br />STAGE 2 CONSTRUCTION PLAN <br />EXCAVATION AND BACKFILL DETAILS <br />PRECAST REINFORCED CONCRETE BOX CULVERT <br />CULVERT INLET LAYOUT <br />CULVERT OUTLET LAYOUT <br />CULVERT INLET AND OUTLET DETAILS <br />CONCRETE BARRIER DETAILS <br />SOIL LEGEND NO. 1 <br />SOIL LEGEND NO. 2 <br />LOG OF TEST BORINGS <br />STANDARD <br />Al OA <br />RSP A10B <br />A10C <br />Al OD <br />Al OE <br />BO-1 <br />RSPB1 1 —47 <br />RSPB1 1 —60 <br />B1 1 —61 <br />D84 <br />T3A <br />T3 B <br />PLANS, DATED 2010 <br />ABBREVIATIONS (SHEET 1 OF <br />2) <br />ABBREVIATIONS (SHEET <br />2 OF <br />2) <br />LINES AND SYMBOLS <br />(SHEET <br />1 OF 3) <br />LINES AND SYMBOLS <br />(SHEET <br />2 OF 3) <br />LINES AND SYMBOLS <br />(SHEET <br />3 OF 3) <br />BRIDGE DETAILS <br />CABLE RAILING <br />CONCRETE BARRIER <br />TYPE 80 <br />(SHEET 1 <br />OF 2) <br />CONCRETE BARRIER <br />TYPE 80 <br />(SHEET 2 <br />OF 2) <br />BOX CULVERT WINGWALLS—TYPES A, B, <br />AND C <br />TEMPORARY RAILING <br />(TYPE K) <br />TEMPORARY RAILING <br />(TYPE K) <br />STANDARD PLAN SHEET N0. <br />��—DETAIL N0. <br />Precast Reinforced Concrete Box Culvert (f'c = 5.0 Ksi @ 28 days) <br />V11111A Structural Concrete Box Culvert <br />CONCRETE STRENGTH AND TYPE LIMITS <br />No Scale <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE <br />DATUM: <br />HORIZONTAL: <br />VERTICAL: <br />0 1 <br />I I I I <br />INCHES <br />� I tl 2I 3I al <br />FILE NO. � — — — MILLIMETERS <br />GENERAL NOTES <br />LOAD AND RESISTANCE FACTOR DESIGN <br />Design: AASHTO LRFD Bridge Design Specifications 2007 (4th Edition) <br />With California Amendments <br />Dead Load: Includes 35psf for future wearing surface <br />Live Loading: HL-93 with Low Boy and Permit Design Load. <br />Allowable Bearing a all = 3.0 ksf <br />Pressure: <br />Reinforced fy = 60 ksi <br />Concrete: <br />f'c = 3.6 ksi, except as shown on "Concrete Strength and Type <br />Limits" <br />Precast Earth load: <br />RCB: <br />Earth pressures for two conditions: <br />140 pcf Vert, 42 pcf Horiz <br />140 pcf Vert, 140 pcf Horiz <br />Unit stresses: <br />f'c = 5.0 ksi <br />fy = 65.0 ksi for weld wire fabric <br />n = 7 <br />Shear: <br />Based on <br />V, = �2.14 f', +4600 bd e VMu bale 4.0 If'c b.de (Pounds) <br />Vc shall not be less than 3.00 f b.de <br />for frame members and 2.5 f T b.de <br />for simply supported members. <br />PREPARED BY <br />DRAWN- <br />H. <br />SULLIVAN <br />DESIGNED: <br />N. <br />CALDERONE <br />2 <br />1 CHECKED: <br />A. <br />SELLADURAI <br />50 APPROVED: <br />0. <br />BROWN <br />Exclusion: <br />Axial loading on the members has not been considered. <br />DATE <br />SUMMARY OF QUANTITIES <br />ITEM <br />BRIDGE REMOVAL, LOCATION 3 <br />ROADWAY EXCAVATION <br />STRUCTURE EXCAVATION (CULVERT) <br />STRUCTURE BACKFILL (CULVERT) <br />STRUCTURE BACKFILL (SLURRY CEMENT) <br />CULVERT BACKFILL (NATIVE MATERIAL) <br />GEOTEXTILE FABRIC <br />CLASS 2 AGGREGATE BASE <br />STRUCTURAL CONCRETE, CULVERT <br />FURNISH AND PLACE REINFORCED CONCRETE DOUBLE BOX <br />BAR REINFORCING STEEL (BOX CULVERT) <br />ROCK SLOPE PROTECTION (1/4TON, METHOD B) <br />ROCK SLOPE PROTECTION FABRIC (CLASS 10) <br />CABLE RAILING <br />CONCRETE BARRIER TYPE 80 (Mod) <br />QUANTITY <br />1 <br />720 <br />11299 <br />358 <br />144 <br />413 <br />10,709 <br />207 <br />154 <br />1 <br />15,017 <br />155 <br />201 <br />155 <br />88 <br />BENCHMARK <br />DATA <br />Point Northing <br />Easting <br />Elevation <br />Description <br />501 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 on the <br />west levee of the SSJID canal, on <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 2102597.53 <br />6418301.62 <br />120.74 <br />City of Escalon BM 10, 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 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 />(NAVD 88 CGPS). <br />The Unit of measurement <br />is the <br />US Survey Foot, 2007.00 Epoch date <br />adjustment. <br />09-29-16 <br />PECOM2. <br />09-29-16 <br />Q� <br />AECOM Technical Services, Inc. <br />09-29-1 <br />6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-1 <br />6 <br />T 916.414.5800 F 916.414.1557 <br />P Q.Y.I.N\ <br />c <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />y McHENRY AVE CORRIDOR IMPROVEMENTS <br />McHENRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) <br />INDEX TO PLANS AND GENERAL NOTES <br />= ORIN A. BROWN <br />d No. C48859 <br />i� Exp. 09-30-18 <br />LP CIVIL <br />lF OF CAL\� <br />z <br />m <br />m <br />UN IT <br />LS <br />CY <br />CY <br />CY <br />CY <br />CY <br />SQFT <br />CY <br />CY <br />LS <br />LB <br />CY <br />SQYD <br />LF <br />LF <br />DRAWING <br />S-302 <br />OF <br />S-313 <br />SHEET <br />165 OF 176 <br />(REVISED) <br />