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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1903001 thru PS-1903500_ - PS-1903155
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PS-1903001 thru PS-1903500
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1903001 thru PS-1903500_ - PS-1903155
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Last modified
6/14/2024 2:57:55 PM
Creation date
6/14/2024 2:56:56 PM
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Permits_Development
DocName
PS-1903155
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2019
Notes2
E/S Hubbard Rd. 1,667' N/O Cherokee Rd.
Type - Permit Process
Bell Hole
Bore (up to 12 inch Dia)
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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Note 1 Below <br />/ —Existing �� <br />6° Min -►1 h / 6 I► fes- Pavement ►+ r,-6" \ - �-6" Min BOS BACK OF SIDEWALK <br />STOP SIGN <br />See Note 2 Below CSW CONCRETE SIDEWAL <br />3'-0' Compact in 12 max 3'70" <br />layers to a min relative - — —_ EDP EDGE OF PAVEMENT <br />` compaction of 95% \ ; - - - _ _ Var <br />r under pavement and FENCE <br />Var !,, 90% outside pavement. /r <br />\\,--Compact in 24 max -� O OD+12" <br />layers to a min relative <br />OD/2I- ; compaction of 85%. Call USA @ 811 <br />%r IOil <br />Compact in 6" layers <br />- 48hrs prior to start of work <br />to a min relative <br />compaction of 90%. SAFETY NOTE <br />10" Min—OD -10" Min 10" Min —woommi OD—� �--10" Min <br />OD OD WORK AREA WILL INCLUDE LANE <br />+ 20" Min CLOSURE ON ROAD WITH VERY HIGH <br />+ 20" Min TRAFFIC VOLUME, PLEASE PROVIDE <br />COMPLETE WORK AREA PROTECTION. <br />RIGID CONDUIT 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 />(YJUN l') ' OF SAN JOAQUIN <br />ISI l' \It'I \IF�:'I' ��I' PIIRLIC tVORKS <br />M.O.P REQUIRED <br />CATEGORY - 3 <br />FOLLOW PROCEDURES AS DETAILED IN <br />NORTHERN SECTOR PLAN FOR PROTECTION <br />OF UNDERGROUND AND BURIED CABLE <br />M.O.P. DATED <br />GENERAL NOTES: <br />1. CONTRACTOR SHALL REQUEST LOCATION OF <br />UNDERGROUND FACILITIES BY USA <br />2. CONTRACTOR WILL COMPLY WITH ALL <br />SAN JOAQUIN COUNTY REGULATIONS FOR SPLICE <br />PIT & SURFACE COMPACTION <br />3, CONTRACTOR WILL RETURN WORK AREA BACK <br />TO ORIGINAL OR BETTER CONDITION PRIOR TO <br />START OF WORK <br />4, MAINTAIN 36" MINIMUM COVER <br />N <br />0' 1/2" 1" <br />
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