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DIVERSION RIDGE REQUIRED <br />WHERE GRADE EXCEEDS 2% 20/o OR <br />EXISTING PAVED ROADWAY GR� <br />.qFC.TinN A -A FILTER FABRIC <br />SED'"AC"IT MAMM117'M <br />(STRAW <br />DAB <br />SUPPLY WATER TO <br />WHEELS IF NIECES <br />DIVERSION RIDGE <br />20 <br />NOTES: <br />1. THE ENTRANCE SHALL BE MAINTAINED <br />IN A CONDITION THAT WILL PREVENT <br />TRACKING OR FLOWING OF SEDIMENT <br />ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY <br />REQUIRE TOP DRESSING, REPAIR AND / <br />OR CLEANOUT OF ANY MEASURES USED <br />TO TRAP SEDIMENT. <br />2. WHEN NECESSARY, WHEELS SHALL BE <br />CLEANED PRIOR TO ENTRANCE ONTO <br />PUBLIC RIGHT-OF-WAY. <br />12' MIN <br />3. WHEN WASHING IS REQUIRED, IT <br />SHALL BE DONE ON AN AREA STABALIZED <br />WITH CRUSHED STONE THAT DRAINS <br />INTO AN APPROVED SEDIMENT TRAP OR <br />SEDIMENT BASIN. <br />TEMPORARY CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />EXIST AC SECTION (TYP) <br />PROPOSED AC OVERLAY <br />DIG OUT & REPLACE <br />WITH NEW AC SECTION <br />•-F--- <br />WIDTH VARIES 3" MIN. <br />SAWCUT OR GRIND (TYP) TO BE DETERMINED IN FIELD EXIST AB <br />PLACE STABILIZATION FABRIC <br />MIRAFI 600-X OR APPROVED EQUAL <br />TYPICAL DIG -OUT REPAIR SECTION <br />STA 43+45.46 TO 46+67.20 <br />NOT TO SCALE <br />0 <br />E <br />E <br />x:� <br />A <br />u <br />w <br />it <br />10' MIN <br />■ <br />10 MIL PLASTIC LINING — <br />STAPLES <br />(TWO PER BALE) <br />STRAW BALE <br />PLAN <br />SECTION A -A <br />,-,--STRAW BALE (TYP) PLYWOOD 48"x24" <br />STAKE (TYP) BLACK LETTERS PAINTED WHITE <br />A 6" HIGH BLACK LETTERS 6" HIGH <br />3' `_r 0.5" LAG SCREWS <br />WOOD POST 3" x 3" x 8' <br />3' <br />CONCRETE WASHOUT SIGN <br />DETAIL <br />"'^T IX 'F MATERIAL (OPTIONAL) <br />PLASTIC LINING <br />2" <br />4" <br />1/8" DIA <br />BINDING WIRE STEEL WIRE I <br />WOOD OR METAL STAKES <br />(TWO PER BALE) -AA -A [I <br />NOTES: <br />1) ACTUAL LAYOUT DETERMNED IN FIELD <br />2) THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FEET <br />OF THE TEMPORARY CONCRETE WASHOUT FACILITY <br />TEMPORARY CONCRETE WASHOUT <br />V / NOT TO SCALE <br />PROPOSED AB SECTION <br />PROPOSED AC SECTION <br />EXIST GROUND —/ <br />PLACE STABILIZATION FABRIC <br />MIRAFI 600-X OR APPROVED EQUAL <br />rO BE DETERMINED IN FIELD <br />DIG OUT & REPLACE <br />WITH NEW AB SECTION <br />I <br />6" MIN. <br />TYPICAL DIG -OUT REPAIR SECTION <br />ROADWAY RECONSTRUCTION SECTION <br />NOT TO SCALE <br />ENGINEERING <br />825 Sonoma Avenue <br />Suite C <br />Sane Roes Ca 95W <br />Tel: (707) 544-0784 <br />F= (707) 544a" <br />Q Copyright 2012 <br />PROFESS/04 <br />W <br />No. 30888 <br />EXP. 3-31-14 <br />Q- <br />�qT CIVIL <br />F OF C P, <br />eF; <br />V! <br />J <br />— <br />Z <br />W <br />W <br />�> <br />W <br />rn <br />VJ <br />Q <br />p <br />W <br />wQ <br />� <br />Z <br />>M� <br />Q <br />o� <br />J <br />� <br />� <br />� <br />rn <br />J <br />: <br />Q <br />W <br />=00 <br />cn <br />Q <br />oQ <br />�C'Y)� <br />Submittal / Revision: <br />0 <br />ZL <br />0 <br />Job No: 06-1262 <br />Drawn By: SGH <br />Checked By: DS <br />Date: 2012-09-04 <br />Sheet Number <br />C-5 <br />I N <br />I � <br />x O <br />x d <br />262 - MacArthur Drive Improvements\Civil\C1 - C5.dwg, C-5, 9'27/2012 2:49:15 PM <br />5 of 19 <br />