Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1903501 thru PS-1904000_ - PS-1903796

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6" Mi (TYp) 3 See Note 1 Below Existing 6" Pavement 1 T GU IVIIII RIGID CONDUIT See Note 2 Below P in 12' max s to a min rela ction of 95% :r pavement and outside pavemei Campo in 24" max to a min relative comp of 85%. ipact in 6" layer. min relative paction of 90%. 177 (. 3'—( ive x� -------- \ Var p \i OD+1 Min OD 10" t OD T LV Nllfl FLEXIBLE CONDUIT NOTES: I New pavement shall be I thicker than existing pavement, minimum of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft, 2. Select native material or imported granular material as approved by the Director of Public Works. Backfill with materials equal to or better than the existing pavement and base in quality. 3. Relative compaction of materials shall be tested in accordance with the State of California, Dept. of Transportation Testing Manuals, test method No. California 216 or 231. 4. All existing pavement shall be neatly cut to line prior to trench excavation. 5. Jetting or ponding will be permitted within the street right—of—way with a 3 year bond, when approved by the Director of Public Works. 6. When shown by soil composition and compactability, ninety percent (90%) compaction may be used, when approved by the Director of Public Works. 7. Special bedding and backfill requirements may be shown on the plans or specified in the special provisions. TYPICAL TRENCH BAC��ILL COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS Date: DEC 2014 Min YP) 2,1 lin Dwg. No. R-29 ...;;5 \\ Corr \ Jaye \i \\ or \\ __ _ - - ----- compo \� undl 90% Com \� layers \\ corn Con /22 TT to c corn Min OD 10" OD T GU IVIIII RIGID CONDUIT See Note 2 Below P in 12' max s to a min rela ction of 95% :r pavement and outside pavemei Campo in 24" max to a min relative comp of 85%. ipact in 6" layer. min relative paction of 90%. 177 (. 3'—( ive x� -------- \ Var p \i OD+1 Min OD 10" t OD T LV Nllfl FLEXIBLE CONDUIT NOTES: I New pavement shall be I thicker than existing pavement, minimum of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft, 2. Select native material or imported granular material as approved by the Director of Public Works. Backfill with materials equal to or better than the existing pavement and base in quality. 3. Relative compaction of materials shall be tested in accordance with the State of California, Dept. of Transportation Testing Manuals, test method No. California 216 or 231. 4. All existing pavement shall be neatly cut to line prior to trench excavation. 5. Jetting or ponding will be permitted within the street right—of—way with a 3 year bond, when approved by the Director of Public Works. 6. When shown by soil composition and compactability, ninety percent (90%) compaction may be used, when approved by the Director of Public Works. 7. Special bedding and backfill requirements may be shown on the plans or specified in the special provisions. TYPICAL TRENCH BAC��ILL COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS Date: DEC 2014 Min YP) 2,1 lin Dwg. No. R-29 177 (. 3'—( ive x� -------- \ Var p \i OD+1 Min OD 10" t OD T LV Nllfl FLEXIBLE CONDUIT NOTES: I New pavement shall be I thicker than existing pavement, minimum of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft, 2. Select native material or imported granular material as approved by the Director of Public Works. Backfill with materials equal to or better than the existing pavement and base in quality. 3. Relative compaction of materials shall be tested in accordance with the State of California, Dept. of Transportation Testing Manuals, test method No. California 216 or 231. 4. All existing pavement shall be neatly cut to line prior to trench excavation. 5. Jetting or ponding will be permitted within the street right—of—way with a 3 year bond, when approved by the Director of Public Works. 6. When shown by soil composition and compactability, ninety percent (90%) compaction may be used, when approved by the Director of Public Works. 7. Special bedding and backfill requirements may be shown on the plans or specified in the special provisions. TYPICAL TRENCH BAC��ILL COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS Date: DEC 2014 Min YP) 2,1 lin Dwg. No. R-29 T LV Nllfl FLEXIBLE CONDUIT NOTES: I New pavement shall be I thicker than existing pavement, minimum of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft, 2. Select native material or imported granular material as approved by the Director of Public Works. Backfill with materials equal to or better than the existing pavement and base in quality. 3. Relative compaction of materials shall be tested in accordance with the State of California, Dept. of Transportation Testing Manuals, test method No. California 216 or 231. 4. All existing pavement shall be neatly cut to line prior to trench excavation. 5. Jetting or ponding will be permitted within the street right—of—way with a 3 year bond, when approved by the Director of Public Works. 6. When shown by soil composition and compactability, ninety percent (90%) compaction may be used, when approved by the Director of Public Works. 7. Special bedding and backfill requirements may be shown on the plans or specified in the special provisions. TYPICAL TRENCH BAC��ILL COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS Date: DEC 2014 Min YP) 2,1 lin Dwg. No. R-29