Laserfiche WebLink
`i✓ `L' <br /> Const. Const. Const. <br /> Limits of Clearing and Grubbing, "Limits of Clearing and Grubbing, Earthwork (Roadway Widening) " Limits of Clearing and Grubbing , <br /> Earthwork (Roadway Widening) g g, Earthwork (Roadway Widening) <br /> 21 ' -0 Var. 7'— 14' *Var. <br /> 5' to 15' <br /> Var. 16'-18' <br /> (See Planing Detail 1) <br /> Var. 3' to 9' Var. Var. Var. <br /> (See Planing Detail 2 4' to 6' Gutter Grade Conform 25' to 29' 4' to 6 <br /> Conform <br /> Conform <br /> _ ..- -- _ 2� erx;�y_ <br /> _ -- —q- `� ' 0.08' A.C. <br /> __. _._ _ ._ <br /> L_ __ _.._ _ ._ __. ._ __ _... ._ .._ _.. _._ _.� I f _ _- ..._ _ ....._ _ ..... ..._ _- ..._ __ _.._ _. _._ — _..._ __. _._. _J 0.90' A.C. Gutter Grade <br /> Existing C.G.& S. Existing Roadway Existing Roadway Variable Depth <br /> 0.08'± Asphalt Asphalt Concrete Overlay Without A.C. Dike Existing Roadway 0.95' A.C. <br /> Concrete Overlay Planed Surface • Refer to X—Sections <br /> Planed Surface for exact widths. <br /> Sta. 48+58 to Sta. 50+28 (L^ Const. 35 1 ' Sta. 49+74 to Sta. 52+00 (R <br /> Sta. 46+56 to Sta. 49+10 (Et.) [Gutter Grade <br /> �oc�.-��� * Limits of Mailbox Relocation <br /> I <br /> I <br /> With A.C. Dike N �_ <br /> TYPICAL SECTIONS <br /> VAR. 11' 10' 11' 14' <br /> t t <br /> Const. Const. <br /> TYPICAL TRAFFIC LANE <br /> Edge of LAYOUT <br /> Pavement Widening <br /> Var. 27'- 29' AVar. 24'-30' - <br /> Note: A.C. Surfacing & <br /> Var. 16'-18' 11' Widening not 21' Var. 3'-9' <br /> shown for clarity GENERAL NOTES: <br /> Existing Surface I Existing Surface <br /> —---- -� - - - -- --- -. 1 <br /> Asphalt Concrete used for Roadway Widening shall not be <br /> placed in layers which exceed 0.50' in compacted thickness. <br /> ` — - - -- - ._ 2. Placement of the final layer of Asphalt Concrete <br /> Existing C.G.& S. Existing Roadway (0.08' Overlay) shall not begin until lower layers have <br /> Planed Surface Existing Roadway Planed Surface been in place for a minimum of 12 hours. <br /> 0.08' 0.08' 3. Asphalt Concrete used for Roadway Widening shall be spread <br /> 0.08' 0.08' with a truck mounted asphalt paver (spreader box) or by other <br /> equipment approved by the Engineer. <br /> PLANING DETAIL 1 PLANING DETAIL 2 <br /> Sta. 48+58 to Sta. 50+28 (Lt.) Sta. 46+56 to Stu. 49+10 (Rt.) <br /> 6 <br /> z <br /> o x <br /> w <br /> 0 <br /> z <br /> w <br /> z DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED ATE MAIN STREET AND ORO AVENUE Sir STarAL <br /> HEM <br /> P°^°� � ~ &1zSrht ¢�s�3 ,> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS cr <br /> lam, 1��, (0192 (/� �, 6192 � o qL TRAFFIC SIGNAL MODIFICATION 2 6 <br /> FILE NAME DRAWER SHEET N0. I ACAD <br /> C:\MAIN—ORO\TYPSEC <br /> I <br />