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Const <br />Const <br />INA <br />Const <br />Limits of Clearing and Grubbing, Earthwork (Mise Areas) and Mailbox Relocation <br />I <br />1 fi' 16' <br />See 24' Pavement Reinforcing Fabric <br />Shoulder <br />Details � <br />R I 0.15' AC Overlay over <br />AC Leveling Course <br />� o <br />2- <br />- __- _____--__---- -� <br />------------------------Level <br />- LELL <br />6p 01,2 1 <br />N2' <br />&" min. saw cut <br />aw See Plans into Exist pavement <br />Cut <br />Existing Roadway Var Depth AC (Typ) <br />Leveling Course <br />a_ w <br />w w <br />3 W U <br />N X ?( <br />z Var ``' 19' to 24' ``' Vor <br />Limits of Clearing and Grubbing, <br />Earthwork (Misc Areas) and Mailbox Relocation <br />164 5' - 9' <br />Relocated Mailbox <br />See Note No. 5 <br />Vor 2' 1 Var, , <br />r-W�; <br />'--0.3Q' AC <br />Widening <br />0.25' Shoulder <br />" (Min) Backing <br />aw Cut <br />Earthwork <br />(Misc Areas <br />TYPICAL SECTION <br />Sta 53+51 to Sta 119+35 <br />Const <br />2' 1' <br />Min. r� <br />C <br />a <br />Exist Surface <br />-------- - - - -- <br />SHOULDER DETAIL 1 <br />Limits of Clearing and Grubbing, <br />rthwork (Misc Areas) and Mailbox Relocation <br />Relocated Mailbox <br />16' See Note No, 5 <br />Tz� <br />Var 2' Var <br />—______ dor <br />0.30' AC Var depth <br />Widening Shoulder Backing <br />6" (Min) <br />Saw Cut <br />Earthwork <br />(Misc Areas) <br />SHOULDER DETAIL 2 <br />DRAWN BY <br />0.25' AC <br />DATE <br />PROJECT ENGINEER <br />2 <br />DATE <br />CHECKED <br />Station <br />to <br />0.30' AC ' `�'::it�• w�^ r� <br />S <br />Detail <br />,,JJ1 <br />Widening 0.25' Shoulder <br />to <br />Back! ng <br />Detail <br />FILE NAME <br />to <br />DRAWER <br />SHEET NO. <br />" (Min) locations <br />to <br />ACAD <br />W. 1t <br />[----- Exist Surface <br />10, <br />DATE APPROVAL RECOMMENDED DATE <br />r12 <br />REVISIONS DATE <br />Const <br />2% <br />See <br />Shoulder <br />Details <br />0.30' AC Widening <br />over 6" recompacted <br />native soil (Typ) <br />Limits of Clearing and Grubbing, <br />irk (Misc Areas) and Mailbox Relocation <br />Relocated Mailbox <br />16' See Note No. 5 <br />�7 <br />Var 4' 1' <br />1- 0.30' AC <br />Widening <br />(Min) <br />Saw Cut <br />Earthwork <br />Const <br />E <br />0 <br />o Exist Surface <br />v�aV U <br />!' <br />-Var depth <br />Shoulder <br />Backing <br />(Misc Areas) <br />SHOULDER DETAIL 3 <br />Limits of Clearing and Grubbing, <br />Earthwork (Misc Areas) and Mailbox Relocation <br />16' 1 2' Var 1' <br />Var <br />Exist Surface <br />-0.30' AC 0.25' Shoulder E <br />Widening Backing 2 GG <br />89; 0 _ <br />��- Var U <br />COUNTY OF SAN JOAQUIN <br />bankment <br />SHOULDER DETAIL 4 <br />No SCALE <br />__ OG <br />-Driveway Pipe <br />See Plan for <br />Locations <br />TYPICAL SECTION AND <br />SHOULDER DETAILS <br />1. Offsets are measured from the Center Line of Construction. <br />2. Asphalt Concrete Overlay 0.15' shall be placed in one (1) layer with <br />Pavement Reinforcing Fabric on Leveling Course, <br />3. All Pavement Repair, AC Leveling and AC Widening must be completed <br />12 hours prior to placement of asphalt concrete overlay. <br />4. All earthwork, except final grading of the shoulders, shall be completed <br />prior to placing final layer of asphalt concrete. No Shoulder Backing <br />shall be deposited or drifted onto the final lift of Asphalt Concrete <br />surfacing. <br />5. All mailboxes within the Project Limits shall be relocated by the Contractor <br />to 18' from the Center of Construction to the face of the Mailbox. <br />Shoulder Backing at Mailbox Box shall receive Penetration Treatment <br />of 2' wide by 20' long (See Details on Sheet No. 11), <br />6. All existing trees, shrubs, fences, concrete walks and other frontage <br />improvements are to remain in place unless noted otherwise. <br />7. Shoulder Backing material at all intersection radii shall receive Penetration <br />Treatment at 0.25 gallon/square yard, Limits of the Penetration Treatment <br />shall be confined to the intersection radii plus fifty feet (50') in each <br />direction or to the intersection conform. <br />8. Hand Grinding of Asphalt Concrete Pavement will be required at locations <br />where survey monument and traffic loops are within the planing limits. <br />Payment for Hand Grinding shall be considered as included in the contract <br />unit price paid for Planing Asphalt Concrete Pavement. <br />9. The cost for saw cutting for roadway widening shall be included in the <br />Earthwork (Miscellaneous Areas) item of work, <br />10. The Contractor shall be responsible for adequately scheduling inspection <br />and testing of all facilities constructed under this contract. <br />All testing shall conform to the Standard Specifications. <br />All re -testing shall be paid by the Contractor. <br />Limits of Clearing and Grubbing, <br />Earthwork (Misc Areas) and Mailbox Relocation <br />Relocated Mailbox <br />16' See Note No. 5 <br />Var 2Var <br />See Plan <br />Embankrr <br />2% <br />Zz-$ <br />0.25' AC <br />- <br />r Apron <br />2 <br />RIGHT <br />Station <br />to <br />0.30' AC ' `�'::it�• w�^ r� <br />S <br />Detail <br />,,JJ1 <br />Widening 0.25' Shoulder <br />to <br />Back! ng <br />Detail <br />Construct SDI—• <br />to <br />See Plan for <br />4 <br />" (Min) locations <br />to <br />Saw Cut <br />2 <br />Earthwork <br />to <br />(Misc Areas) <br />SHOULDER DETAIL 5 <br />SHOULDER SCHEDULE <br />Var 1' <br />Q <br />C <br />c0 <br />Grade <br />to dray <br />'ON i33HIS I 81MV8(1 <br />Backfill <br />ARMSTRONG ROAD IMPROVEMENTS <br />(Davis Road to Lower Sacramento Road) <br />Exist Fence <br />No, 38465 �v <br />yk <br />Exp. 3-3111 <br />OF CA��F <br />Ape - <br />d" <br />Peter D. Martin <br />Registered Civil Engineer <br />SHEET <br />TOTAL <br />LEFT <br />SHEETS <br />2 <br />RIGHT <br />Station <br />to <br />Station <br />Detail <br />Station <br />to <br />Station <br />Detail <br />53+20 <br />to <br />54+12 <br />4 <br />53+20 <br />to <br />56+50 <br />2 <br />54+12 <br />to <br />59+65 <br />1 <br />56+50 <br />to <br />57+50 <br />3 <br />59+65 <br />to <br />63+82 <br />5 <br />57+50 <br />to <br />58+50 <br />2 <br />63+82 <br />to <br />119+75 <br />1 <br />58+50 <br />to <br />59+50 <br />3 <br />59+50 <br />to <br />87+50 <br />2 <br />87+50 <br />to <br />115+97 <br />1 <br />115+97 <br />to <br />119+75 <br />t5 <br />Var 1' <br />Q <br />C <br />c0 <br />Grade <br />to dray <br />'ON i33HIS I 81MV8(1 <br />Backfill <br />ARMSTRONG ROAD IMPROVEMENTS <br />(Davis Road to Lower Sacramento Road) <br />Exist Fence <br />No, 38465 �v <br />yk <br />Exp. 3-3111 <br />OF CA��F <br />Ape - <br />d" <br />Peter D. Martin <br />Registered Civil Engineer <br />SHEET <br />TOTAL <br />NO, <br />SHEETS <br />2 <br />12 <br />