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E.P. CONSTRUCTION <br /> 10' var. <br /> depth A.C. Limits of Clearing and Grubbing EP — <br /> s.. enemex se il. ser <br /> a.m - _-: <br /> /r a —e.mu�• 12' 12 <br /> 22' Pavement Reinforcing Fabric pf <br /> TT gyp_--- 29. E 7* Fill with Import Borrow to <br /> 0.04' l -- " . --._� 8�� conform to exist. ground <br /> Left Shoulder �` ----M-�=?- <br /> Sta. 20+70 to Sta. 22+20 Embankment (Typ.) 3❑ 1 Riaht Shoulder <br /> ❑5 0.30' Shoulder Backing (Typ.) Sta. 20+00 to Sta. 21 +28 <br /> E.P. tical Section <br /> 10' Import Sto. 0+00 to Sta. 22+20 <br /> Note: No Right Shoulder Sta. 21+28 to 22+20 <br /> Borrow Earthwork (Miscellaneous Areas) <br /> Conform to exist. <br /> f� ground 1' to 6' Exist. trees to <br /> remain in place (Typ.) <br /> Exist. berm to <br /> Left Shoulder <br /> Sto. 17+50 to Sta. 20+70 4' 2' 2' remain in place (Typ.) <br /> SV <br /> V r �i <br /> Earthwork (Miscellaneous Areas) d k1 05 1 <br /> Conform to exist. ground �_. � Conform to exist. berm <br /> 5' to 15' - -- <br /> Richt Ditch <br /> Sta. 0+00 to Sta. 20+00 <br /> var. Von' General Notes <br /> 4 <br /> 1. All earthwork (except for placement of shoulder backing) shall be completed prior to placing final layer of <br /> halt concrete roadway P y (Typ.) asphalt concrete surfacing. <br /> 0.30' Shoulder backing (Typ.) <br /> Conform to exist. berm '2. �j Placement asphalt concrete/ surfacing shall not begin until asphalt concrete used in pavement <br /> re <br /> Embankment (Typ.) repair or the next <br /> t lower layer has been <br /> in place for 24 hours. <br /> Left Ditch Conform to exist. ground <br /> Sta. 0+00 to Sto. 17+50 3. Asphalt Concrete/R.A.C. shall be placed as noted below: <br /> 1.00' Thickness (Standard Bid)- Four layer, total with the bottom 2 layers 0.30' thick, and the <br /> top two layers 0.20' thick with pavement reinforcing fabric placed between the second and third <br /> Notes (this pace l layers. - <br /> LI Cross slope varies from Sto. 0+00 to 0+75 0.50' Thickness (Standard Bid)- Two layers of asphalt concrete, the bottom layer 0.30' thick and <br /> © Cross slope varies from Stu. 19+50 to 20+00 the top layer 0.20' thick with pavement reinforcing fabric placed between the layers. <br /> © Embankment sholl,be Import Borrow <br /> ❑4 Grade treeline to drain toward ditch 1.00' Thickness (Alternate Bid)- Four layers total, with the some respective thicknesses and <br /> © Standard Bid- location of the pavement reinforcing fabric as stated for the Standard Bid, with the top layer being <br /> 1.00' A.C. Sta. 0+00 to 20+00 <br /> 0.50' A.C. Stu. 20+00 to 21+85 0.50' Thickness (Alternate Bid)- Two layers with thicknesses and pavement reinforcing fabric <br /> ANemah Bid- location as stated for the Standard Bid, with the top layer being R.A.C. <br /> 0.80' AC./0.20' RAC. Sta. 0+00 to 20+00 <br /> 0.30' A.C./0.20' RAC. So. 20+00 to 21+85 4. Existing trees and fencing shall remain in place unless otherwise shown on the plans. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I SUBMffXD DATE I APPROVAL RECOMMENDED DATE OOTHILIL SANITARY LANDFILL <br /> �,�� // ���"� COUNTY OF SAN JOApUIN NO SCALE TYPICAL SECTION/ ENTRANCE ROAD <br /> T�/Aa 'll-1 ° s+ra[,.( Ni - 319loa 3/e91e " 3-ut $ y I I I DITCH DETAILS RESURFACINGFII,E NAME DRAWER I W64 NO, I 2 7 <br /> CAD . . . . <br />