Laserfiche WebLink
Conform Conform 4' Min <br />@ EP A @ EP B Existing (See Note Below) <br />EP EP Surface <br />0.30' HMA over shaped Variable depth HMA oY <br />- <br />& compacted native or 2'* existing paved or4° - - <br />1:1 planed exist AC surface 1:1 R concrete driveway Existing <br />Roadway <br />0.50' HMA <br />Existing Width Existing Width <br />A - Conform B Conform PAVEMENT REPAIR DETAIL (TYPE 1 <br />12' Min 12' Min Brennan Avenue (COE): Sta 51+00 to Sta 76+14 <br />DRIVEWAY (TYPE D) <br />Brennan Avenue (SJCO): Sta 76+14 to Sta 215+03 <br />Remove 0.30' <br />Subbase, Base <br />and Surfacing <br />Const Place 0.30' HMA <br />I Width= 11' EP <br />Match <br />Exist Slope <br />Existing <br />Roadway 0.30' HMA- <br />- 2'* <br />Driveway - Conform <br />0 07. <br />rMax) / Existing <br />_I - Surface <br />L R&D Excavated <br />Material or <br />SECTION A—A PInnP FYict A(` <br />*Sta <br />82+60 <br />(Rt) <br />- 6' <br />*Sta <br />109+75 <br />(Lt) - <br />3' <br />*Sto <br />114+40 <br />(Lt) - <br />3' <br />*Sta <br />115+97 <br />(Lt) - <br />7' <br />*Sta <br />168+97 <br />(Lt) - <br />3' <br />*Sta <br />188+15 <br />(Lt) - <br />3' <br />*Sta <br />193+39 <br />(Rt) <br />- 3' <br />DRIVEWAY TYPE E) <br />Brennan Avenue (COE): Sta 51+00 to Sta 76+14 <br />q <br />Const <br />I 0.17' HMA EP <br />Overlay 4' <br />Width=10'± Driveway <br />Match <br />Exist Slope (1 k Max) <br />lI — <br />Existing <br />Roadway <br />r <br />Conform <br />�- 0.04' <br />Var depth t <br />HMA over Existing <br />existing surface Surface <br />SECTION B—B <br />M TYPICAL DRIVEWAY DETAILS <br />UNTY OF SAN- JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />- Nung No 04121 b�17/21 7�2 <br />Planed <br />Roadway 4' Min <br />Surface (See Note Below) <br />0.20' Hot Mix Asphalt <br />(Type A) <br />PAVEMENT REPAIR DETAIL (TYPE 2) <br />Brennan Avenue (SJCO): Sta 76+14 to Sta 215+03 <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on BidExpress website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />RECORD DFANh/INt3 <br />- <br />�r II�wA tll� � y tAw�tlil�llh, <br />AM%ftmnowEV Wo p. <br />BRENNAN AVENUE RESURFACING <br />(State Route 120 to Mariposa Road) <br />Sheet No. <br />5 of 6 <br />NOTE: Portion of existing driveway described in <br />above Driveway (Type D) detail must be removed <br />to a distance of 13' from the � of construction, <br />cn <br />unless specified otherwise on the plans. Protect <br />v <br />in place all existing PCC driveways adjacent to <br />0 <br />the project roadway when removing roadway <br />> <br />pavement and conforming to PCC driveways when <br />M <br />placing HMA. <br />DRIVEWAY TYPE E) <br />Brennan Avenue (COE): Sta 51+00 to Sta 76+14 <br />q <br />Const <br />I 0.17' HMA EP <br />Overlay 4' <br />Width=10'± Driveway <br />Match <br />Exist Slope (1 k Max) <br />lI — <br />Existing <br />Roadway <br />r <br />Conform <br />�- 0.04' <br />Var depth t <br />HMA over Existing <br />existing surface Surface <br />SECTION B—B <br />M TYPICAL DRIVEWAY DETAILS <br />UNTY OF SAN- JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />- Nung No 04121 b�17/21 7�2 <br />Planed <br />Roadway 4' Min <br />Surface (See Note Below) <br />0.20' Hot Mix Asphalt <br />(Type A) <br />PAVEMENT REPAIR DETAIL (TYPE 2) <br />Brennan Avenue (SJCO): Sta 76+14 to Sta 215+03 <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on BidExpress website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />RECORD DFANh/INt3 <br />- <br />�r II�wA tll� � y tAw�tlil�llh, <br />AM%ftmnowEV Wo p. <br />BRENNAN AVENUE RESURFACING <br />(State Route 120 to Mariposa Road) <br />Sheet No. <br />5 of 6 <br />