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/ (C CRETE_ WINGWALL <br />i7)L <br />6" AB A <br />SHOULDER <br />J <br />a � <br />1 ; <br />10% (TYP.) <br />1:1 (TYP.) - 3' (TYP.) I-- <br />/ ! l <br />I <br />'N <br />CALTRANS STRUCTURAL BACKFILL. <br />(CALTRANS SPEC. 19-3.02C) <br />PARAPET F1 - 6194' <br />EDGE OF PAVEMENT ELEVATION: 62.66' _HEADWALL 2 <br />PARAPET; RAILING NOT SHOWN 3 STA: 11+61.23 <br />8 7" INVERT ELEVATION: 58.33' CLASS 11 RSP <br />Q Q e I O dQ <br />OO O O O 0QO0v0O O O O O O G O O O O O O O O 0000O O O O O O O O O O O O1'-6"]Qp0C_OOOOOOOOOOOOOOO <br />O O O O O 0 O O O O O O O O O 0 o O O 0 O O 0 0 0 O O o 0 O O 0000000000 00000000 000 0-0-0-0-0-0-0-0-0700 00-0-O o Ca00 <br />a <br />G 3' (TYP.) —FT <br />AT� <br />WINCWALL EXCAVATION, PLACEMENT, AND BACKFILL <br />TYPCIAL SECTION <br />NAIIVL SUIL LINL <br />0 <br />--- _- 2' MIN. (TYP.) <br />I <br />--� r---- - 2' MIN. (TYP.) <br />4 I 1 1 i <br />EXISTING <br />GRADE (TYP.) <br />ON i33HS i 213MVJG <br />NOTES: <br />ES: <br />1. PER GEOTECHNICAL RECOMMENDATIONS, CUTOFF WALL SHALL BE FOUNDED IN AT LEAST 1 FT <br />OF UNDISTURBED NATIVE SOIL, WITH EXCEPTION TO AREAS ADJACENT TO THE WINGWALLS, <br />2. GEOTECHNICAL ENGINEER SHALL OBSERVE EXPOSED SUBGRADE AND CONFIRM SUITABILITY OF <br />MATERIALS AND THAT IT IS CONSISTENT WITH EXPECTED SUBSURFACE CONDITIONS. SEE SPECIAL <br />PROVISIONS FOR OVEREXCAVATION AND COMPACTION REQUIREMENTS. <br />i <br />Know whays below, <br />Call More you dig. <br />DATE <br />10/17/22 <br />SHEET NO. <br />SHEET NO. <br />Kay <br />(CALTRANS SPEC, 19-3A2C) <br />UUMHAC I EU 10 957o M.U.U. <br />\— COMPACT SUBGRADE TO 95% M.D.D. (SEE NOTE 2) <br />CULVERT EXCAVATION, PLACEMENT, AND BACKFILL <br />TYPrIAI QFC <br />1' MIN.,° <br />20" <br />CULVERT EXCAVATION, PLACEMENT, AND BACKFILL <br />TYPCIAL CROSS SECTION <br />1' MIN. <br />20" <br />r\ <br />CUTOFF WALL (SEE NOTE <br />CALTRANS CLASS 1, TYPE B PERMEABLE <br />MATERIAL COMPACTED TO 95% M.D.D. (TYP.) <br />CALTRANS STRUCTURAL BACKFILL <br />(CALTRANS SPEC. 19-3.02C) (TYP.) <br />III <br />0 0 0 <br />AGGREGATE BASE DRAIN ROCK <br />CALTRANS CLASS I, TYPE B <br />0-0-0--0- <br />1000 000 0oO RIPRAP <br />PERMEABLE MATERIAL Oo 0 0 0 0 <br />PCC IMPORTED FILL <br />gI 1 EXISTING SUBGRADE OR BASE MATERIAL <br />RCBC <br />Ygorlss /p� <br />�4 c <br />NO. C 64725 / <br />* EXP.06/30/23 <br />S� CMI �P <br />ATF OF CA1 IEOR� 10/17/2022 <br />Franz Haidinger - <br />RCE "725 <br />.4 CORD DRAWING <br />-Tectlona. By 4614 <br />"hangea 8y <br />4F�. <br />NCIE' <br />�pPrson Using This Drawing Shr-oi,' Ve'r€ty 8795 Folsom Blvd., Suite 250 <br />xa , <br />By Inspecting I he Site 01 W;,, . Sacramento, Ca. 95826 <br />(916) 388-5655 * Fax (916) 388-5676 <br />0 <br />PROJECT ENGINEER DATE CHECKED BY DATE (� KENNET ICK ROAD FLOOD CONTROL S�'E� SHEETS <br />FGH 10/17/22 TMP 10/27/20 ��- `� OF SAN JOAQUIN ��J SCALE TYPICAL �cT�oNs <br />Kennef ick Road 70' to 360' North of Liberty Road 9 <br />