Laserfiche WebLink
GENERAL NOTES <br /> Const. 1 . Graveled shoulder shall be constructed by uniformly <br /> placing shoulder backing material at a rate of 3 Tons <br /> Limits of Clearing & Grubbinl and Earthwork (Misc. Areas) per station each side. The completed shoulder shall <br /> be graded flush with the new edge of pavement. <br /> 24' Pavemen Reinf. Fabric 2. Imported Borrow shall be a cohesive material <br /> 4' 4' 4' 12' 12' 4' 4' 4' selected for its ability to resist erosion. R value <br /> and Sand Equivalent requirements shall be <br /> Var. Var. waived for this material. <br /> 0-1 Var. - — — — Var. 8% <br /> 3. Asphalt Concrete shall be placed in two (,2) layers <br /> von, t/o� <br /> of approximate equal thickness with the pavement <br /> reinforcing fabric between the layers. Placement <br /> / — L of the top layer shall not begin until the lower <br /> t— — — — — - — / rm layer has been in place a minimum of 12 hours. <br /> Confo <br /> Conform Existing Roadway Shoulder Backing Imported 4. All earthwork (except for final grading of the <br /> Graveled Shoulder Borrow T shoulders and placement of shoulder backing <br /> 0.35 Asphalt Concrete (Typ.) See Note 1 ro (Typ.) <br /> material) shall be completed prior to placing <br /> finished course of asphalt concrete. <br /> • Limits of Mailbox Relocation <br /> 5. Existing pavement markers may remain in place where <br /> TYPICAL SECTION <br /> asphalt concrete overlay thickness is 0.25' or greater. <br /> Sta. 104+00 to Sto. 139+00 6. Asphalt Concrete used for Pavement Repair shall <br /> not be placed in layers which exceed 0.50' <br /> in compacted thickness. <br /> 7. Placement of Asphalt Concrete shall not begin until <br /> Asphalt Concrete used for Pavement Repair has been <br /> (� in place for a minimum of 36 hours. <br /> Const. <br /> Limits of Clearing & Grubbing <br /> a and Earthwork (Misc. Areas) Const. <br /> 12' Pavement 12' Pavement 4' Exist. M.B.G.R. <br /> nReinforcing Fabric Reinforcing Fabric o remain in place. <br /> 12' 4' 4' 4' Var._ 0.04' <br /> Var. A.C. I <br /> _Var. _ Var. 0.10' A.C. -- - { <br /> Var. Conform — J <br /> m — - - - - -- - - - - - - - - - - . _ <br /> n — _ — — — _ _ _ _ Exist. Concrete Box <br /> M o — Existing Roadway Imported Borrow (Typ.) 0.25' Asphalt Concrete <br /> ,ate I� * Asphalt Concrete Shoulder Backing „ o <br /> "Groveled Shoulder ° c� TYPICAL SECTION <br /> 40 T o TYPICAL SECTION (Typ.) See Note , > o MINOR STRUCTURE <br /> o N a Sta. 140+73t to 140+87f <br /> 71 Sta. 139+00 to Sta. 146+00 (* 0.25') <br /> A Sta. 146+00 to Sta. 157+00 ( * 0.21 ') <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION LOM SACRAMENTO Rid. RESURFACING Sheet 4 <br /> 0 1/4 Mile N/o Eight Mile Rd. to Mettler Rd. 2 of 4 <br /> Drawn ByDate Project Engineer Date Checked Date Submitted Date App! val Recommended Date <br /> FS. 5/93 ,dk„L� /ra/9 S/© Ahw' t�/li �sr dill <br />