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Const. & R/W GENERAL NOTES <br /> — Limits of Clearing and Grubbing ® 1. All Pavement Repair must be completed one day prior <br /> and Limits of Mailbox relocation. to Placement of Asphalt Concrete. <br /> 2. Shoulder Backing material at intersection radii sholl be <br /> ❑2 ❑3 11 blended with the top 6" of native soil material as directed <br /> 1 4' 4' _ 4' 12' I 12' 4' 4' 4' 1 by the Engineer. Payment for blending shall be considered as <br /> included in the contract unit price paid for Shoulder Backing. <br /> i1 1 <br /> 24' Pavement Reinforcing Fabric 3. The contractor shall conduct his Shoulder Backing operation <br /> as to not disturb or obstruct any existing drainage. <br /> Conform Vor. I Var, r 4. Asphalt concrete shall be placed in two (2) layers of <br /> Var. �� ' °� Var, T Conform approximate equal thickness with pavement reinforcing <br /> fabric placed between the layers. <br /> Existing Roadway --0.21' Asphalt Concrete 5. Where superelevatons exist on horizontal curves, surface slope <br /> m and drainage shall conform with the existing. <br /> Shoulder Backing— <br /> TYPICAL SECTION ( > P O. O. <br /> 6. Removal of 3 trees stumps at Sta. 311+10 Lt. 311+30 Lt. <br /> o Variable Depth (Typ.) 311+33(Lt.) and 5"0 tree at Sta. 349+18(Lt.) will be paid <br /> Sta. 299+50 to Sta. 354+00 by item 6 Clearing and Grubbing. Al other trees, shrubs and <br /> o fences shall remain in place unless otherwise shown on this plan. <br /> 11 2' Sta. 312+70 to 318+00 (Rt. Only) <br /> o > 7. Poe Bell M.H. Frame & Cover at Sta. 311+12(Lt.) and <br /> 21 2' Sta. 344+00 to 346+00 (Lt. Only) ° Sta. 339+62(Lt.) to be adjusted to shoulder grade by other. <br /> �. 3116' Sta. 346+61 to 350+00 (Rt. Only) <br /> 16' Sta. 353+00 to 354+00 (Rt. Only) -�' �'"•f <br /> s G!o� <br /> I ®30' Sta. 334+25 to 341+00 (Rt. only) <br /> 51 See Sheet No. 5 for cross section and Existing Brick wall <br /> i Shoulder Backing details. to remain in place. <br /> o E.P. Const. <br /> See Note Below 6' <br /> Existing 16' <br /> Surface i I 5❑ I <br /> !r^� <br /> ! I <br /> CP 3 3 <br /> N Concre�pnalt <br /> o PAVEMENT REPAIR DETAIL � Existing <br /> ,1 A A.C. Valley Gutter .2G Surface <br /> C m Note: Width (4' minimum), length Sta. 325+75 to ±Sta. 326+50 (Lt.) <br /> Z and locations to be determined <br /> by the Engineer. 5❑4'— Stu. 4+44 to Sto. 4+67 (Rt.) Fisk Rd. <br /> T. Ti7�T <br /> COUNTY OF SAN JOA V11� NO SCALE TYPICAL SECTION AIRPORT WAY RESURFACING Sheet No. <br /> Q AND CONSTRUCTION DETAILS (±800' N/0 Roth Road to ±600' S/0 French Comp Road) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER <br /> DATE CHECKED DATE SUBMITTED DATE APP COMMENDED DATE <br /> f /^ <br />