Laserfiche WebLink
Const. GENERAL NOTES <br /> Limits of Clearing and Grubbing and Earthwork (Misc. Areas) 1. The contructor shall conduct his earthwork operation as to <br /> not obstruct existing drainage. <br /> ■ 12' I <br /> 12' 2. All earthwork except for finish grading of shoulders and <br /> placement of "Shoulder Backing material shall be completed <br /> prior to placing final layer of Asphalt Concrete overlay. <br /> 3. R—Value and Sand Equivalent requirements shall be waived for <br /> Imported Borrow material. <br /> Conform Conform 4. Graveled Shoulders shall be constructed by uniformly placing <br /> gy, Var. Var____ 89' "Shoulders Backing" material at a rate of 3 tons per station <br /> Vat Var, (each side). The completed graveled shoulder shall be flush <br /> with the edge of pavement. <br /> Lt-0.45' <br /> -1 <br /> 0 Limits of mailbox 5. Asphalt Concrete Surfacing shall be placed in three (3) layers <br /> relocation Existing Roadway Asphalt Concrete Surfacing of approximate equal thickness. <br /> ■ Graveled Shoulder—See TYPICAL SECTION 6. Placement of the first layer of Asphalt Concrete Surfacing <br /> General Note 3. shall not begin until Asphalt Concrete used in Asphalt Concrete <br /> Sta. 73+85 to Sta. 104+00 Base has been in place for a minimum of 36 hours. <br /> Sta. 112+00 to Sta. 131+50 7. Survey Monument Frames and Covers shall be laced at <br /> Sta. 139+00 to Sta. 152+70 Sta. 100+00± and Sta. 126+45t. Exact location to be <br /> C determined by the Engineer. <br /> Const. <br /> Limits of Clearing and Grubbing and Earthwork (Misc. Areas) <br /> —0414- 12' --t— 2' <br /> D <br /> D <br /> Conform <br /> Conform <br /> _ 87 2% <br /> JOT. 2%� 89, <br /> Var. <br /> m <br /> r <br /> m i � <br /> Existing Roadway 0.45' As halt Concrete SurfacingKECORD DRAWING <br /> >0rrecfi0ns By _ <br /> Var. Depth Asphalt Concrete Base No Changes By <br /> TYPICAL SECTION F1 — <br /> F- ete <br />° Sta. 104+00 to Sta. 112+00 Anv Person Using This Drzlaing Should Veflf4 <br /> Sta. 131+50 to Sta. 139+00 "fnrmpati0n Fi f .^ -c (� ri! <br /> o e5�t, W-rr►� <br /> COUNTY OF SAN JOAQUIN Na SCALE TYPICAL SECTION NEWCASTLE ROAD RESURFACING Sheet No, <br /> Arch Road to south end 2 of 9 <br /> Drawn iv Date I Pro,lect Enpineer Lpate ChecketlDo}e Subnl{ted Date A o al Recommended <br /> Pat* <br /> 1-.S-/ <br /> s/90 1 / /ae/b Nw <br />