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Const. <br /> I — <br /> r - - - - - - Limits of Clearing and Grubbing - - - - -- - — <br /> and Limits of Mailbox relocation. <br /> i <br /> - 24' Pavement Reinforcing Fabric -- <br /> i <br /> 1 <br /> ConformVar. I Vor. <br /> — Varma Conform <br /> I I <br /> m Shoulder Backing (Typ.) 0-25" Asphalt Concrete <br /> A Existing Roadway — 0.35' Asphalt Concrete [Sta. 40+00 to Sta. 46+001 <br /> 0 <br /> TYPICAL SECTION CESS, <br /> Sto. 8+60 to Sto. 177+00 <br /> GENERAL NOTES W �9 <br /> � No. 21258 � <br /> 1. Shoulder Backing material at intersection radii shall be 5. Where superelevatons exist on horizontal curves, A U°. v_b-nI <br /> blended with the top 6" of native soil material as directed surface slope and drainage shall conform with <br /> by the Engineer. Payment for blending shall be considered as the existing. if C1CP V1� <br /> included in the contract unit price paid for Shoulder Backing. OF CAL1E0 <br /> 6. All trees, shrubs and fences shall remain in place " <br /> -40 2. All Shoulder Backing work (except for final grading) shall be unless otherwise shown on the plans. �'p''M"n�z7,-c'� V <br /> completed. prior to placing final layer of Asphalt Concrete. 7. All driveways shall be sloped to drain. <br /> N 3. Shoulder Backing shall IlQ be placed behind existing dikes. RECOR . •`n% <br /> ' NC <br /> Q a 4. Asphalt conctrete shall be placed in two (2) layers of <br /> fapproximate equal thickness with Pavement Reinforcing Carectik)m By - <br /> A Fabric placed on existing surface. No Changes By <br /> Date�16��/ <br /> Z Any Person ging Thi§ Drawing 6hotdd vwMy <br /> All information By inspecting The Site Of Work <br /> COUNTY OF SAN JOA U N NO SCALE TYPICAL SECTION PELTIERJULLY ROADS RESURFACING sheet No. <br /> Q AND GENERAL NOTES (Elliott Road to .lahont Road) 2 of g <br /> DRAWN BY DATE yPROJECT ENGINEER DATE CHECKED ,,,, DATE SUBMITTED DLA-TE APP OVAL RECOMMENDED DATE <br /> I�.irf TMri7 F/2/" > (1q '�iz�f lt.'T4L7We6Aw-I� /9°1 s Z7,1Yf <br />