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U-) <br />C_ <br />0 <br />co <br />C_ <br />X <br />Ld <br />C_ <br />U9 <br />'1­1 <br />4-1 <br />0 <br />D <br />4-d <br />r <br />U <br />00 <br />CD <br />CD <br />D <br />0 <br />0 <br />C- c- <br />0 <br />0 <br />Cf) <br />0 <br />iff'W'"N <br />SHEET NO. <br />S-201 <br />S-202 <br />S­203 <br />S-204 <br />S-205 <br />S-206 <br />TO PLANS <br />TITLE <br />General Plan <br />Index to Plans and General Notes <br />Foundation Plan <br />RCB Culvert Extension Details No. 1 <br />RCB Culvert Extension Details No. 2 <br />Limits of Removal <br />STANDARD PLANS, DATED 201 # <br />Al OA <br />ABBREVIATIONS (SHEET I OF <br />2) <br />Al OB <br />ABBREVIATIONS (SHEET 2 OF <br />2) <br />Al OC <br />LINES AND SYMBOLS (SHEET <br />1 OF 3) <br />Al OD <br />LINES AND SYMBOLS (SHEET <br />2 OF 3) <br />Al OE <br />LINES AND SYMBOLS (SHEET <br />3 OF 3) <br />RSP B11-60 <br />CONCRETE BARRIER TYPE 80 <br />(SHEET 1 OF 2) <br />B1 "1 —61 <br />CONCRETE <br />_'ONCRETE BARRIER TYPE 80 <br />(SHEET 2 OF 2) <br />STANDARD PLAN SHEET NO. <br />DETAIL NO. <br />NOTE: <br />THE CON-11-RACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDL.RING OR FABRICATING ANY MATERIAL. <br />DATUM: <br />FILE No. : <br />SURVEY <br />REVISION <br />DESCRIPTION <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 and Permit Design Load. <br />Reinforced fy = 60 ksi <br />Concrete: <br />f'c = 3.6 ksi for <br />Culvert <br />f'c = 4.0 ksi for <br />CIDH Pile <br />Reinforced Concrete Earth load: <br />E <br />Box Culvert: <br />Earth pressures for two conditions: <br />n <br />140 pcf Vert, 42 <br />pcf Horiz <br />140 pcf Vert, 140 <br />pcf Horiz <br />o <br />E <br />0C_ <br />a- <br />cz <br />Ln <br />Q) <br />to <br />Z#z <br />0 <br />SUMMARY OF <br />QUANTITIES <br />CULVERT EXTENSION <br />ITEM <br />QUANTITY <br />UNIT <br />CULVERT CONCRETE REMOVAL <br />1 <br />LS <br />STRUCTURE EXCAVATION (CULVERT) <br />238 <br />CY <br />STRUCTURE BACKFI ILL (CULVERT) <br />54 <br />CY <br />CULVERT BACKFILL (NATIVE MATERIAL) <br />60 <br />CY <br />CLASS 2 AGGREGATE BASE <br />30 <br />CY <br />DRILL AND BOND (DOWEL BAR) <br />54 <br />EA <br />24" CAST- I N-DRI LLED--HOLE CONCRETE PILING <br />90 <br />LF <br />y <br />y <br />STRUCTURAL CONCRETE, BOX CULVERT <br />V!, 128 <br />CY <br />etc, <br />BAR REINFORCING STEEL (BOX CULVERT) <br />11, 0", 38,248 <br />LB <br />MISCELLANEOUS METAL <br />145 <br />LB <br />CONCRETE BARRIER TYPE 80A <br />42 <br />LF <br />NOES: <br />1 Lopped splices in spiral reinforcement shall be lapped at <br />least 80 wire/bar diameters. Spiral pile reinforcement at <br />splices and at ends shall be terminated with a 135* hook <br />and a 6" tail hooked around a longitudinal bar. M&WM AW Carldw liiripivmneimit P. <br />Dift Accepted <br />AS -BUILT <br />Resident Engineer - Misurbo Rkws, P.E. <br />Structure Representse" - DrAd Franco, P E. <br />RemiWons9y D�FP")fC) June ?n?l <br />q p i le <br />Cut—off Elev and <br />Top of <br />Anchor Block <br />M <br />'�~�Main reinforcement <br />Specified tip elevation <br />2 99 C"I D H PILE <br />4 <br />1/21) — 1 J-0 <br />rr <br />IRA <br />SECTION A -A <br />Scale: 1 if = 11 1-Orr <br />#5 Spiral <br />2—#8 Bundled <br />Tot 6 Bundles <br />BY DATE SCALE PREPARED BY DATE Q I SAN JOAQUIN COUNTY PUBLIC WORKS <br />OMHORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 <br />VERTICAL: <br />J. FREKING 09-29-16 <br />DESIGNED: AECOM Technical Services, Inc. CHENRY AVE CORRIDOR IMPROVEMENTS <br />0 1 2 171 - I? - 1� I <br />2020 L Street, Suite 300 <br />INCHES CHECKED: A. SELLADURAI 09-29-1r Sacramento, CA 95811 En RIVER RD CULVERT EXTENSION AT SSJD ESCALON SPILLWAY <br />T 916A14.5800 F 916.414.1557 <br />0 10 20 30 40 50 APPROVED: O. BROWN 09-29-16 <br />MILLIMETERS I I E F INDEX TO PLANS AND GENERAL NOTES <br />ORIN A. BROWN <br />No C48859 <br />Exp, 09-30-18 <br />LP CIVIL <br />OF CA <br />DRAWING <br />S-202 <br />C:) F <br />S-206 <br />SHEET <br />59 oF-176 <br />