Laserfiche WebLink
DIAMOND SAW CUT OR MILL <br /> REPLACE EXISTING PAVEMENT AND <br /> TRENCH SECTION REPAVE TO A CLEAN STRAIGHT <br /> (SEE BELOW) EDGE 1/8" ABOVE ADJACENT <br /> FINISH GRADE PAVEMENT. <br /> .rum+l."'�• ^`a!rrbSya::'++��e+� yw'Ai�;7'TjS:I��*�._ `t.�y ti�'.'�f'r e.w:<. <br /> 1MIN SUBGRADE <br /> .%-N <br /> PAVEMENT SECTION <br /> DWG. NO. R-39, <br /> PAGE 2 <br /> . ....... <br /> D+4" <br /> 24" ".'MIN. UNLESS': <br /> MIN. USING "' <br /> - -- - ---- -- - :.:ROCK WREEL ... /\ <br /> .........6.......... <br /> . ✓ <br /> .................... <br /> ..................... <br /> .................... <br /> ................ ..... <br /> ,2" <br /> R <br /> PIPE BEDDING: <br /> ^ COMPACT IN 6" MAX. LAYERS TO A <br /> MIN. RELATIVE COMPACTION 85%. <br /> 0.:. <br /> MATERIAL TO BE IMPORTED SAND <br /> OR AN APPROVED CLEAN GRANULAR <br /> MATERIAL FREE OF ALL LUMPS AND <br /> DEBRIS, ETC., HAVING THE <br /> PROPOSED PIPE OR CONDUIT-/ FOLLOWING GRADING: 100% <br /> PASSING 3/4", 5%-20% PASSING <br /> NO. 200 MINIMUM SAND <br /> EQUIVALENT = 20. COMPACTION BY <br /> MECHANICAL MEANS. <br /> TYPICAL TRENCH SECTION IN EXISTING STREETS <br /> NOTES: <br /> 1. TRENCH - WHERE THE TRENCH SECTION PARALLELS THE EXISTING CURB AND GUTTER. <br /> THE EDGE OF THE TRENCH SHALL BE A MIN. OF 1'-0" FROM THE LIP OF THE EXISTING <br /> GUTTER AND THE PAVEMENT SHALL BE REMOVED AND REPLACED TO THE LIP OF THE <br /> GUTTER. <br /> 2. BACKFILL - CONTROLLED DENSITY FILL (CDF) SHALL BE MANDATORY FOR TRENCHES <br /> 8" WIDE OR LESS AS PER SECTION 19-3.031 OF THE STANDARD SPECIFICATIONS. <br /> 3. APPLY FOG SEAL COAT OF CSS-1 OR SS-1 ASPHALT EMULSION. <br /> 4. PAVING SHALL CONFORM TO SECTION 100-1.06 OF THE STANDARD SPECIFICATIONS. <br /> 5. ALL VERTICAL EDGES OF EXISTING ASPHALT CONCRETE SHALL BE TACK COATED. <br /> 6. GRIND 3" DEEP, 12" EACH SIDE OF TRENCH, AND REPAVE. <br /> REVISION APPROVED CIT <br /> EXISTING <br /> EXISTING STREET TRENCH SECTION NG. <br /> FOR TRENCHES 8" AND LESS 5 <br /> DATE.09/27/201 <br /> mCITY OF STOCKTON SCALE DWGRSEDES DRAWINGNO. <br /> DEPARTMENTOFPUBLICWORKS NONE 11/25/03 R•37 <br />