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LEGEND Const. <br /> Limits of Clearing and Grubbing <br /> *Limits of Mailbox Relocation <br /> 2 1 1 j 2 <br /> # 0.40' A.C. O4' O 4' 11' 11 O 4' 4' <br /> Sta. 47+40 to Sta. 50+83 <br /> Sta. 53+23 to Sta. 55+50 20' Pavement Reinforcing Fabric <br /> 10.12' A.C. Var. Var. <br /> Sta. 14+75 to Sta. 22+00 8% 8% <br /> Sta. 51+83 to Sta. 52+73 Conform � �— via Conform <br /> 1O 2' Sta. 12+00 to Sta. 22+00 Var. Depth J Var. Depth <br /> O2 6' Sta. 12+00 to Sta. 22+00 Shoulder Backing ' Shoulder Backing <br /> L Existing Roadway 0.25' Asphalt Concrete Overlay <br /> TYPICAL SECTION Note: Refer to cross sections <br /> GENERAL NOTES Sto. 5+11 to Sta. 75+80 for shoulder variations. <br /> 1. All existing overside drains are to remain in place. Newly placed <br /> dikes are to conform to existing overside drains. <br /> 2. All A.C. dikes shall be removed unless otherwise shown on plans. <br /> The removal shall be done in such a manner that the existing <br /> surface under the dike shall not be damaged. Payment for this <br /> 3 o work shall be considered as included in the lump sum price paid Const. <br /> for Clearing and Grubbing. <br /> Z <br /> M 3. Asphalt Concrete shall be placed as noted below: 11 4' <br /> 2 } <br /> 0.25' Thickness — Two (2) layers of approximate equal thickness with <br /> pavement reinforcing fabric between the layers. Conform <br /> M 0.40' Thickness — Three (3) layers of approximate equal thickness with <br /> on pavement reinforcing fabric between the top layer and the next lower layer. 8%_ <br /> T <br /> M 4. Asphalt Concrete used for Pavement Repair shall be placed <br /> X in layers which do not exceed 0.50' compacted thickness. — — <br /> < 0.25' Shoulder Backing <br /> N 5. Where superelevotions exist on horizontal curves, the new surface <br /> 0 slope and drainage shall conform to existing. SHOULDER DETAIL <br /> 6. Pull Boxes right of Sta. 74+36 and right of 74+46 shall be Excavation Areas <br /> M adjusted to finished grade. Sto. 26+00 to Sta. 44+00 (Rt.) <br /> Cn <br /> 7. Existing pipe sidedrain at Sta. 27+25 (Rt.), 8"Dia. x 40 L.F., <br /> v Note Native material from excavation may be used <br /> shall be cleaned. as embankment as directed by the Engineer. <br /> 0 <br /> D <br /> 444 M <br /> A COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION Mc ALLEN ROAD RESURFACING Sheet No. <br /> ti o Q S.P.R.R. to Wilson Way 2 of 6 <br /> DRAWN BY DATE PROJECT ��ENGINEER DATE CHECKED DATE SUBM!-`p_D DATE APPRO ECOMMENDE" DATI <br /> 0'd � a 6/98 <br />