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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1903001 thru PS-1903500_ - PS-1903434
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1903001 thru PS-1903500_ - PS-1903434
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Last modified
6/25/2024 2:47:41 PM
Creation date
6/25/2024 2:46:02 PM
Metadata
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Template:
Permits_Development
DocName
PS-1903434
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2019
Notes2
S/S W. Linne Rd. 15' E/O Lehman Rd.
Type - Permit Process
TCP
Address
5555 E. Olive RM#300III, Fresno,CA 93727
Application
AT&T-Fresno
Supplemental fields
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
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Var--- <br />10" Min <br />+ 20" Min <br />RIGID CONDUIT <br />ee Note 1 Below <br />rrExisting <br />avement <br />See Note 2 Below <br />Compact in 12" max <br />layers to a min relative <br />compaction of 95% <br />under pavement and <br />% outside pavement, <br />-Compact in 24" max <br />layers to a min relati <br />ie <br />compaction of 85%. <br />-Compact in 6" layer: <br />to a min relative <br />compaction of 90%. <br />10" Min <br />10 <br />of <br />M <br />FLEXIBLE CONDUIT <br />NOTES: <br />1. New pavement shall be 1 " thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />3. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works, <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Working for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN TOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />proved by: <br />' Min <br />rYp) <br />Date: DEC 2014 Std. Dwg. No. R-29 <br />( <br />. <br />\\ <br />\\ <br />\\ <br />Min <br />\/ <br />\� 3'—( <br />�� <br />-------- <br />Var <br />.12" <br />OD <br />OD <br />10" b <br />+ 20 Min <br />FLEXIBLE CONDUIT <br />NOTES: <br />1. New pavement shall be 1 " thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1 " thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />3. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works, <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Working for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN TOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />proved by: <br />' Min <br />rYp) <br />Date: DEC 2014 Std. Dwg. No. R-29 <br />
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