Laserfiche WebLink
Cost. <br /> Ess <br /> Limits of Clearing and Grubbing <br /> and Mailbox relocation. <br /> * Ib. 21256 <br /> 1' 16'-22' 16'-22'* 4'-6' Exp. <br /> 4'-6' • 9-M-01 <br /> � 1 ' f � <br /> I <br /> Civil, <br /> 0 -24Qac <br /> 24' Pavement Reinforcing Fobric 4' 2'* A CAO <br /> ' ' ' I <br /> ConformV r `8% Var. _VgL, I Var• V_�r,� V r Conform <br /> 0.25' AC. Overlay A-0 <br /> Variable Depth Existing Roadwo; Sto. 42+50 to Sta. 49+80 <br /> ,0 Shoulder Backing (Typ.) 0.35' A.C. Overlay Sta. 279+00 to Sto. 280+00 <br /> S426+00 to Sto. 428+50/to. 78+00 to Sto. 91+00 <br /> �Sta. 1 Sta. 349+00 to Sta. 350+00 (Lt.) <br /> TYPICAL SECTION Sto. 435+06 to Ste. 442+95 (Rt:) Leo <br /> *=6• <br /> 0 > Sta. 8+00 to Sta. 466+60 Sta. 78+00 to Sta. 84+75 (Lt.) <br /> n <br /> / o <br /> GENERAL NOTES <br /> a 1. a. As directed by the Engineer, the Contractor shall 2. Placement of asphalt concrete shall not begin Col <br /> bright orange fencing at 4 locations to until the asphalt concrete used in Pavement <br /> include work within the drip line of Elderberry Repair has been in place for 36 hours. <br /> shrubs. Temporary informational signing, provided 22 <br /> by the Engineer, shall also be installed at these 3. Shoulder Backing Material at all intersection radii shall <br /> sites. Payment for furnishing and placing fencing be blended with the top 6' of native soil material as <br /> Y 9 P 9 9 directed by the Engineer. Payment for blending shall be 6' 16' <br /> LP and installing informational signing will be Item No. considered as included in the contract unit price paid Existing Dike 4-0 <br /> 2`—Supplemental Work. for Shoulder Backing. to remain. 08•b. At Stations where Elderberry Bushes ore located 4. The contractor shall conduct Shoulder Backing operation r �g. <br /> � Shoulder Backing shall be reduced to the following: such as not to disturb or obstruct any existing drain's.Sta. 328+06 (Reduce Shoulder Backing to 1' Lt.) 5. Where su relevatons exist on horizontal curves, L -- - - - - - -- <br /> �+ � Sta. 339+18 Reduce Shoulder Backing to 4' Rt. surface slope and drainage shall conform with <br /> F Sta. 342+18 Reduce Shoulder Backing to 4' Rt.; the existing. 0 <br /> T Sto. 343+32 (Reduce Shoulder Backing to 4' Rt.) Sta. 313+30 to Sto. 315+00 <br /> 6. Place survey monument frames and covers at <br /> the locations listed on sheet 15. Exact locations <br /> ito be determined by the Engineer. <br /> 0 <br /> UIN TYPICAL SECTION RIVER ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOA <br /> Q sCALE AND GENERAL NOTES (Murphy Rood to Sonta Fe Rood) 2 of 16 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE MPR AL RECOMMENDED I DATE <br /> / <br />