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See Note 1 Below <br />Existing- <br />" win 6� P�tY�nle rit <br />(Typ) <br />CONSTRUCTION NOTES & DETAILS <br />+ 20r Min <br />FLEXIBLE CONDUIT <br />Min <br />(Typ) <br />3I -0,M <br />Var <br />O D+ 12" <br />10' Min <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minirni.)m <br />of D.25 Ft. New base shall by 1' thicker than existing base. min sof 0.5D Ft. <br />2. Select native material or Imported granular material as approved by the Director <br />of Public Works. Backfill w th minteri€ is arcual to or bettor than the existing <br />pavement and base in quality. <br />3. Relativecompaction of materials shall be tested in accordance with <br />the State of Californici, Dept. of Transportation Testing monuols, text <br />method No, Califomla 216 or 231. <br />4. .All existing pavement shall be neatly cut to line prior to trench iexcavation. <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 (9070 <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 />* Appmved try: <br />TYPICAL TRENCH BACKFILL � VVtt:�Z <br />� �i4 Reni9i4n CCri tipf'1 Qq�9 <br />COUNTY' OF SAN JOAQUIN <br />I11y,ti�i ll�� l .� r i M NI 1"I A WALKS <br />Working fte YOU pats: DEC 2014 Sid, DvI No. R-29 <br />68.75" <br />RETROFIT PFP-576 CABINET <br />68.75"H 44V 18"D <br />ISSUE DATE <br />at8tt 1 02/2021 <br />DA #130101 <br />COUNTY OF: SAN JOAQUIN <br />rid <br />INFRASTRUCTURE <br />P A R P N E R S <br />PLANS PREPARED BY: J5 INFRASTRUCTURE PARTNERS <br />GEO/CO UE73 <br />EXCH. SKTNCA01 <br />ENGR. MATT OCHS TEL. <br />ENGR ARC VOKDLEE00 <br />TYPE OF CONST. GIGAPOWER <br />PROJECT <br />RO/EST. NO. A01 2241 <br />DWG. 4 OF 4 P504 <br />see (Vote <br />.2 Below <br />-Compact in <br />12" rnc3x <br />layers to a <br />ruin relative <br />compaction <br />of 959 <br />- - - - ---- <br />under pavernent and <br />- - - ----- <br />9D% outside <br />pavement. <br />-Compact In <br />24" mAx, <br />layers to a rein <br />relative <br />compaction <br />of 65%. <br />-Compact in <br />6" layers, <br />to a min relative <br />compaction <br />of 90%. <br />1 � Min <br />10" Min <br />0 <br />+ 20r Min <br />FLEXIBLE CONDUIT <br />Min <br />(Typ) <br />3I -0,M <br />Var <br />O D+ 12" <br />10' Min <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minirni.)m <br />of D.25 Ft. New base shall by 1' thicker than existing base. min sof 0.5D Ft. <br />2. Select native material or Imported granular material as approved by the Director <br />of Public Works. Backfill w th minteri€ is arcual to or bettor than the existing <br />pavement and base in quality. <br />3. Relativecompaction of materials shall be tested in accordance with <br />the State of Californici, Dept. of Transportation Testing monuols, text <br />method No, Califomla 216 or 231. <br />4. .All existing pavement shall be neatly cut to line prior to trench iexcavation. <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 (9070 <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 />* Appmved try: <br />TYPICAL TRENCH BACKFILL � VVtt:�Z <br />� �i4 Reni9i4n CCri tipf'1 Qq�9 <br />COUNTY' OF SAN JOAQUIN <br />I11y,ti�i ll�� l .� r i M NI 1"I A WALKS <br />Working fte YOU pats: DEC 2014 Sid, DvI No. R-29 <br />68.75" <br />RETROFIT PFP-576 CABINET <br />68.75"H 44V 18"D <br />ISSUE DATE <br />at8tt 1 02/2021 <br />DA #130101 <br />COUNTY OF: SAN JOAQUIN <br />rid <br />INFRASTRUCTURE <br />P A R P N E R S <br />PLANS PREPARED BY: J5 INFRASTRUCTURE PARTNERS <br />GEO/CO UE73 <br />EXCH. SKTNCA01 <br />ENGR. MATT OCHS TEL. <br />ENGR ARC VOKDLEE00 <br />TYPE OF CONST. GIGAPOWER <br />PROJECT <br />RO/EST. NO. A01 2241 <br />DWG. 4 OF 4 P504 <br />