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Const. Const. <br /> '.units of g and Grubbing <br /> Refer to I and Mailbox <br /> x Relocation Refer to i- 16' <br /> Shoulder Shoulder r <br /> Schedule I - Schedule * I--- 10' - - 6' <br /> 2'-4' i 4' 2'-4' <br /> 10'-- ---- 10' - - Pavement 0.5' <br /> 0.50' 1 . I 0.50' Reinforcing Fabric <br /> Conform 19' Pavement Reinforcing Fabric - r <br /> �\ 8% _ Var. Var., a% Conform r -Var <br /> . <br /> Vim._ 0.04' <br /> -- <br /> -- - --- r a 9 --- 7 Shpoulder B ckirc ------9 y -------- --- Shoulder Backing orTo Soil loam Existin Roadwa TYPICAL SECTION Top Soil (loam). <br /> See general r- te See general note #6. <br /> SHOULDER DETAIL 1 Sta. s+86 to Sta. 4a+5o SHOULDER DETAIL 2 Sta. 10+36 to Sta. 15+ss (Right) <br /> (See 3hou!der Schedule be ow) (See Shoulder Schedule below) <br /> ' 0.25' Asphalt Concrete Overlay <br /> Sta. 10+36 to Sta. 16+43 <br /> 0 0.21' Asphalt Concrete Overlay <br /> o Sto. 17+43_to Sta._ 47+95 <br /> m - <br /> GENERAL NOTES <br /> N <br /> S 1. Asphalt Concrete Pavement (0.21' and 0.25' thickness) shall <br /> £ nSHOULDER SCHEDULE * be placed in two (2) layers of appr •ximate equal thickness <br /> 3 ' with Pavement Reinforcing placed between the existing surface <br /> Location D--toil : Left tight and the first layer. <br /> 2. All Pavement Repair must be completed one day prior <br /> .;to. 9+86 to Sta 14+00 2' to placement of Asphalt Concrete. <br /> . . ... ... __.. <br /> Sta. 9+86 td Sta 10+36 1 4' <br /> g Sta. 10+36 to Sta 16+00 NIA E.P. tapered to 0.04' 3. Shoulder Backing material at intersection radii shall be <br /> 3 ... ? .... blended with the top 6" of native soil material as directed <br /> °z Sta. 14+00 to Sta. 16+30 N�A School. Driveway .. by the Engineer. Payment for blending shall be considered as <br /> Sta. 16+00 to Sta. 23+00 1 4' included in the contract unit price paid for Shoulder Backing. <br /> Stu. <br /> .to _.... . ....... ............ .... ........ <br /> Sto. 16+30 to Sta. 20+00 1 4' ,,,,.... 4. The contractor shall conduct the Shoulder Backing operation <br /> Sta. 20+00 to Sta 23+00 1 2' without disturbing or obstructing the existing drainage. <br /> •• nn Stu. 23+00 to Sta 28+00 2 4' 2' <br /> V ' Sto. 28+00 to Sta 31+00 12' 5. The contractor shall obtain an encroachment permit from <br /> :... CalTrans for paving work within the States Right of Way. <br /> t� Stu. 28+00 to Stu. 32+50 2 2' — <br /> v <br /> 6. To Soil is to be placed at the followinglocations where lawn <br /> _711 Sta. 31+00 to Sta 35+00 2 2' <br /> Sta. - - areas exist. Sta. 16+16 to Sta. 22+80 Right of Centerline <br /> Sta. 32+50 to Sta 48+50 1 4'„ (21 C.Y.), Sta. 20+20 to Stu. 22+75 Left of Centerline (4 C.Y.) <br /> 0 <br /> Sta. 35+00 to Sta 48+5 1 4' <br /> 0.0 and Sta. 47+35 to Sta. 48+00 Left of Centerline (3 C.Y).E <br /> V 2 <br /> L ° <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION & GENERAL NOTES WILMARTH ROAD RESURFACING Sheet No. <br /> (State Highway Route 88 to Cherokee Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />