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INDEX <br />SHEET <br />NO. <br />S-301 <br />S-302 <br />S-303 <br />S-304 <br />S-305 <br />S-306 <br />S-307 <br />S- <br />308 <br />S-309 <br />S-310 <br />S-31 <br />1 <br />S-312 <br />S-313 <br />0 <br />x <br />0 <br />M <br />0 <br />a_ <br />Cn <br />i <br />U <br />L <br />V) <br />i <br />a <br />a <br />c� <br />s <br />a� <br />U <br />I <br />00 <br />N <br />N <br />O <br />0 <br />c <br />0 <br />0 <br />c <br />0 = <br />D <br />w� <br />V) . <br />r <br />TITLE <br />GENERAL `LAN <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 />RSPB 1 1 —60 <br />B11-61 <br />D84 <br />T3A <br />T3B <br />DATED <br />ABBREVIATIONS (SHEET 1 OF <br />2) <br />ABBREVIATIONS (SHEET 2 OF <br />2) <br />LINES AND SYMBOLS (SHEET <br />1 OF 3) <br />LINES AND SYMBOLS (SHEET <br />2 OF 3) <br />LINES AND SYMBOLS (SHEET <br />3 OF 3) <br />BRIDGE DETAILS <br />CABLE RAILING <br />CONCRETE BARRIER TYPE 80 <br />(SHEET 1 OF 2) <br />CONCRETE BARRIER TYPE 80 <br />(SHEET 2 OF 2) <br />BOX CULVERT WINGWALLS—TYPES A, B, AND C <br />TEMPORARY RAILING (TYPE K) <br />TEMPORARY RAILING (TYPE K) <br />STANDARD PLAN SHEET NO.. <br />MARMIM0 <br />N <br />,FA <br />------------- ------------------ <br />j� <br />------------- ------------------- <br />Precast Reinforced Concrete Box Culvert (f'c == 5.0 Ksi @ 28 days) <br />K111111ZA Structural Concrete Box Culvert <br />CONCRETE STRENGTH AND TYRE LdI 'TS <br />No Scale <br />GENERAL NOTES <br />EGAD 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 As VC = J2.14 f'C +4600 Vude ( b.de 4.0 f c bale (Pounds) <br />bde MU <br />Vc shall not be less than 3.00 f c b.de <br />for frame members and 2.5 If c b.de <br />for simply supported members. <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 PREPARED BY' <br />DATUM: <br />HORIZONTAL: DRAWN: Fi. SULLIVAN <br />VERTICAL: DESIGNED: N. CALDERONE <br />0 1 2 <br />I INC I HEs I CHECKED: A. SELLADURAI <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />FILE No. _ _ I I I I <br />— — MILLIMETERS <br />Exclusion: <br />Axial loading on the members has not been considered. <br />ITEM <br />QUANTITY <br />UNIT <br />BRIDGE REMOVAL, LOCATION( B <br />1 <br />LS <br />ROADWAY EXCAVATION <br />720 <br />CY <br />STRUCTURE EXCAVATION (CULVERT) <br />s 1,299 <br />CY <br />STRUCTURE BACKFILL(CULVERT) <br />358 <br />CY <br />STRUCTURE BACKFILL (SLURRY CEMENT) <br />I 144 <br />CY <br />CULVERT BACKFILL (NATIVE MATERIAL) <br />j 413 <br />CY <br />GEOTEXTILL FABRIC <br />I 10,709 <br />SQFT <br />CLASS 2. AGGREGATE BASE <br />207 <br />CY <br />STRUCTURAL CONCRETE, CULVERT <br />154 <br />CY <br />FURNISH AND PLACE REINFORCED CONCRETE DOUBLE BOX <br />I 1 <br />LS <br />BAR REINFORCING STEEL (BOX CULVERT) <br />15,017 <br />LB <br />ROCK SLOPE PROTECTION (1/4.TON, METHOD B) <br />155 <br />CY <br />ROCK SLOPE PROTECTION FABRIC (CLASS 10) <br />201 <br />SQYD <br />CABLE RAILING <br />155 <br />LF <br />CONCRETE BARRIER TYPE 80(V,cJl <br />88 <br />LF <br />McHenry Ave Candor Yripmvw wt Prc�ect <br />D" Accepted .— <br />AS -BUILT <br />RwWr t EnpMwer - Meixido Riven. P.E. <br />Stnxdun - Dodd FrenCo, P.E. <br />Rwreione gy D F Q ANt v Jaw 8, 2021 <br />Point <br />Northing <br />Fasting <br />Elevation <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 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 <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 />(NAVD 88 CGPS). <br />The <br />Unit of measurement <br />is the <br />US Survey Foot, 2007.00 Epoch date <br />adjustment. <br />DATE <br />Q. SAN JOAQUIN COUNTY PUBLIC WORKS <br />09-29-1 CAECOM <br />09-29-16 McHENRY ORIN A, BROWN <br />AECOM Technical Services, Inc. �� No. C48ass <br />2020 L Street, Suite 300 S <br />09-29-16 .� .• <br />Sacramento, CA95811 McHENRY AVE BRIDGE OVER SSJID MAIN CANAL_ (REPLACE) *s,l�-1$ <br />09-29-16 T916.414.5800 F916.414.1557 ! \' Civil - <br />OF f <br />fCAI-1 0 <br />C ° R INDEX TO PLANS AND GENERAL. NOTES <br />DRAWING <br />S— 302 <br />OF <br />S-313 <br />SHEET <br />165®F176 <br />J <br />