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Gmm,-reel Notes: 1. All pavement repair must be completed 18 hours prior to the placement of asphalt concrete. 2. Material generated from planing may be thoroughly blended with native material and compacted to 90% relative compaction in shoulder backing area. Planed material shall be capped with a minimum of 0.10' shoulder backing. 3. All earthwork (except for final lift of shoulder backing) shall be completed prior to placing final layer of asphalt concrete. No shoulder backing material shall be deposited or drifted on the final lift of asphalt concrete surfacing. 4. The contractor shall conduct the shoulder backing operations so as not to disturb or obstruct any existing drainage. n ° See Shoulder o Details Const I Limits of Clearing and Grubbing and Mailbox Relocation 20' Pavement Reinforcing Fabric 0.15' AC Overlay 2% ' 27.- 5. %_ I L________________ _______ _*---------- n See Shoulder Details o 1 3 5. Shoulder backing material at all intersection radii shall receive penetration Exist Roadway I Variable Depth AC Leveling Course COUNTY OF SAN JOAQUIN I No SCALE DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED I DATE . Clary/T. Callahan 03/11 D. Wang 103/111 D. Wang 03/11 Datey3VV F I __ _ Anv Person Using `pus ,,rawin(A 11H \Vp � Inrmation By incnprtwno 1 he Rite Of Vv -f Const Var Depth 1 11' , Shld Backing 2' 4' o I � 0 i q, V_` '� 3 --tII7Existing Ground Existing Roadway SHOULDER DETAIL 2 Sta 26+50 to Sta 35+00 (Lt & Rt) Sta 57+00 to Sta 133+25 (Rt) Sta 81+50 to Sta 98+00 (Lt) Sta 107+50 to Sta 133+25 (Lt) Sta 137+42 to Sta 168+00 (Lt & Rt) TYPICAL SECTION, SHOULDER DETAILS, & GENERAL NOTES en n 2' 4' —12' ° 8%a o 3 — Jr� --- - I Var Depth Shld Backing Import Borrow Existing Ground Existing Roadway * Minor ditch grading where necessary to maintain flowline elevation. SHOULDER DETAIL 3 Sta 133+25 to Sta 137+42 (Lt & Rt) AVENA ROAD RESURFACING Sheet No. (Murphy Road to Van Allen Road) 1 2 of 7 treatment at 0.25 gallon/square yard. Limits of the penetration treatment shall 8. The Contractor shall be responsible for adequately scheduling inspection and *(0.10' depth at Centerline) D be confined to the intersection radii plus fifty feet (50') in each direction or to to the Standard Specifications. All re—testing shall be paid by the Contractor. N D the intersection conform. Co st 11' Shld Backing TYPICAL SECTION n 1 4' 0 I O �_: �r �.. Sto 10+00 to Sta 133+25 Lt & Rt F= 6. Ditch grading at vertical curve to be paid under Force Account. RECO *Sto 133+251 {.o Sto 131x-42 (Lt & Rt) (Variable Depth at Centerline) 7. Portland Cement Concrete used for the Culvert Extension shall be either Type III Corrections By Sta 137+42 to Sta 168+00 (Lt & Rt) m Cement or Type I Cement with Acceleration Agent added. No Changes B-, Sta 10+00 to Sta 26+50 (Lt & Rt) COUNTY OF SAN JOAQUIN I No SCALE DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED I DATE . Clary/T. Callahan 03/11 D. Wang 103/111 D. Wang 03/11 Datey3VV F I __ _ Anv Person Using `pus ,,rawin(A 11H \Vp � Inrmation By incnprtwno 1 he Rite Of Vv -f Const Var Depth 1 11' , Shld Backing 2' 4' o I � 0 i q, V_` '� 3 --tII7Existing Ground Existing Roadway SHOULDER DETAIL 2 Sta 26+50 to Sta 35+00 (Lt & Rt) Sta 57+00 to Sta 133+25 (Rt) Sta 81+50 to Sta 98+00 (Lt) Sta 107+50 to Sta 133+25 (Lt) Sta 137+42 to Sta 168+00 (Lt & Rt) TYPICAL SECTION, SHOULDER DETAILS, & GENERAL NOTES en n 2' 4' —12' ° 8%a o 3 — Jr� --- - I Var Depth Shld Backing Import Borrow Existing Ground Existing Roadway * Minor ditch grading where necessary to maintain flowline elevation. SHOULDER DETAIL 3 Sta 133+25 to Sta 137+42 (Lt & Rt) AVENA ROAD RESURFACING Sheet No. (Murphy Road to Van Allen Road) 1 2 of 7 8. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform o n to the Standard Specifications. All re—testing shall be paid by the Contractor. N Var Depth o y Co st 11' Shld Backing n 1 4' 0 I O Existing Ground --LExisting Roadway D SHOULDER DETAIL 1 Sta 10+00 to Sta 26+50 (Lt & Rt) M Sta 35+00 to Sta 57+00 (Rt) Sta 35+00 to Sta 81+50 (Lt) P Sta 98+00 to Sta 107+50 (Lt) COUNTY OF SAN JOAQUIN I No SCALE DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED I DATE . Clary/T. Callahan 03/11 D. Wang 103/111 D. Wang 03/11 Datey3VV F I __ _ Anv Person Using `pus ,,rawin(A 11H \Vp � Inrmation By incnprtwno 1 he Rite Of Vv -f Const Var Depth 1 11' , Shld Backing 2' 4' o I � 0 i q, V_` '� 3 --tII7Existing Ground Existing Roadway SHOULDER DETAIL 2 Sta 26+50 to Sta 35+00 (Lt & Rt) Sta 57+00 to Sta 133+25 (Rt) Sta 81+50 to Sta 98+00 (Lt) Sta 107+50 to Sta 133+25 (Lt) Sta 137+42 to Sta 168+00 (Lt & Rt) TYPICAL SECTION, SHOULDER DETAILS, & GENERAL NOTES en n 2' 4' —12' ° 8%a o 3 — Jr� --- - I Var Depth Shld Backing Import Borrow Existing Ground Existing Roadway * Minor ditch grading where necessary to maintain flowline elevation. SHOULDER DETAIL 3 Sta 133+25 to Sta 137+42 (Lt & Rt) AVENA ROAD RESURFACING Sheet No. (Murphy Road to Van Allen Road) 1 2 of 7