Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
—Earthwork (Misc Areas) (` <br />o Var De th General Notes: <br />< p <br />:3Shld Backing Const. 4 Min. Existing <br />° (� Surface 1. The asphalt concrete shall be placed in two (2) layers of <br />Ln 3 2' 1 ' 5' 1 ' 10'�--I _ _ _ _ _ ! approximately equal thickness with pavement reinforcing <br />------ fabric placed on existing or prepared surface. <br />Lo I <br />2. Material generated from planing may be thoroughly <br />5. .8% I 0.50' Asphalt Concrete blended with native material and compacted to 90% <br />°. o — relative compaction in shoulder backing area. Planed <br />jr Pavement Repair Detail material shall be capped with a minimum of 0.10' <br />shoulder backing. <br />Embankment Existin <br />Existing 9 I 3. Excavated material from Earthwork (Misc Areas) Sto. <br />o Ground Excavate Roadway 12" Dia. Standard Frame and 29+45 to Sta. 32+87 (Lt.) shall be used as embankment <br />Cover Assembly for Earthwork (Misc Areas) Sto. 12+25 to Sta. 16+00 <br />Assumed Datum: 35.x5' or Sq. (Refer to SJCO Std. (Rt.) and Sta. 29+19 to Sta. 29+60 (Rt.). <br />� Located at PK Noil on Power Pole Sto. 32+85 (Lt.) <br />0 0 6" 6" Dwg. CW-M1.) 4. Placement of asphalt concrete overlay shall not begin <br />� � IFlowline Elevations A.C. Overlay P Sto 29+55 = 32.57' <br />Qm Sto 32+80 = 32.38'>. p until the asphalt concrete used in pavement repair has <br />v ' been in place for 12 hours. <br />i <br />. 8:: <br />) 3 <br />M (Lt. Shoulder Detail 5 l Existing <br />Sta. 29+45 to Sta. 32+87 -� 6" P.C.C. Roadway 5. Shoulder backing material at all intersectior% radii shall <br />}a receive penetration treatmerit at 0.25 gallon/square yard. <br />Limits of the penetration 1--+-ent shall be confined to <br />o Existing Survey Monument the intersection radii plus tt,i' fe t 0' in, each direction <br />Undisturbed p (� ) <br />to remain in place and <br />basement soil �`� undisturbed or to the intersection conform <br />JRD t <br />Earthwork .D hAWING <br />Survey Monument Detail <br />(Misc Areas) Corrections By <br />Const._ <br />1 ' 3' No Changes By <br />Vor Depth Date Q ,A0 10 -/ <br />-Var. Var. (Max 0.50') <br />Shld Booking ° Any Person Usina Psis Dr ,q �hni1d Verify <br />0.30' Asphalt Concrete over SII Info ''f Work <br />� o P Variable depth Asphalt .Concrete <br />"%.5' <br />Conform @ E.P,shaped and compacted native over existing paved driveway <br />3 EP Conform @ E.P. <br />SI 1 -1-I- <br />EP <br />11 6' R RLExisting 1:1 Ground <br />isc Areas) Embankment Conform <br />Conform R =Conform to <br />Existing <br />Roadway LExisting Width I existing radii <br />12' Min. Type E <br />0.25' A.C. Overlay <br />Type D <br />D <br />Shoulder Detail 6 Driveways <br />MSta. 29+19 to Sta. 29+60 (Rt.) <br />M <br />r <br />o COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES AND DETAILS OVERHISER ROAD RESURFACING sheet <br />3 of 6 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATEAPPROVAL RECOMMENDED DATE <br />J. clary 09i08��.1YP I j eA� <br />