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2 <br />1 <br />0 <br />l0(3 <br />2 <br />0 <br />0 <br />13 <br />0 <br />0 0 0 <br />o Ln o <br />N E 6,387,901 N <br />N N N <br />C4 z SECTION B z <br />1"=60' 3,4,6 4 <br />APP -EY <br />BITUMINOUS <br />SEAL ON <br />ACCESS ROAD <br />100' MIN. SETBACK FROM <br />PROPERTY LINE <br />30' — <br />ACCESS ROAD <br />2% <br />6" CLASS <br />LIGRADE <br />& RADE <br />CONTROL (TYP) <br />2% MIN. <br />WEST BERM WITH ACCESS ROAD <br />DETAIL <br />1"=10' 4,10 4 <br />SIDE SLOPE LINER SYSTEM 2 <br />�1 4 7 <br />LIMITS OF PAVED ROADWAY <br />15 FT - 15 FT <br />TYPE A (TYP ) <br />6r 2 FT ASPHALT <br />1� 2% 1% <br />7$$ CLASS 2 <br />ROAD SUBGRADE AGGREGATE BASE <br />BASE GRADE COMPACT TO 95% <br />RELATIVE COMPACTION <br />U 69219 i <br />Exp. o . <br />rr crvl� <br />\\ OF CAUFC% <br />ACCESS ROAD PAVEMENT <br />DETAIL 2 <br />1"= 1 O' <V <br />NOTE: <br />1. ACCESS RAMP PAVEMENT'S FINAL BASE GRADE <br />WILL BE COMPLETED BY COUNTY PRIOR TO <br />CONSTRUCTION. <br />2. COUNTY WILL EXCAVATE DRAINAGE DITCH. <br />3. CONTRACTOR WILL BE REQUIRED TO CHOKE OUT <br />STRUCTURAL SECTION OF ROADWAY AND PREPARE <br />SUBGRADE TO DEET COMPACTION REQUIREMENTS <br />4. CONTRACTOR SHALL APPLY ASPHALT IN <br />ACCORDANCE WITH CALTRANS STANDARD SPECS <br />SECTION 39 <br />3 <br />1� <br />DITCH <br />LIMITS OF ROADWAY <br />15' 5 FT 15 FT 15 FT <br />FINISH GRADE <br />3 1% <br />3 <br />6" EARTHFILL <br />CLASS 2 <br />ACCESS RAMP AGGREGATE BASE <br />DETAIL 3 <br />1"=10' 3 4 <br />NOTE: <br />1. MATCH FINAL ELEVATION TO ASPHALT PAVEMENT <br />2. COMPACT AND SOOTH DRUM ROLL <br />3. APPLY BITUMINOUS SEAL ON ROADWAY <br />m m <br />Shaw Environmental, Inc. <br />- A CBI Company <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Shaw Environmental, Inc. personnel violates its original purpose <br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />CROSS-SECTIONS AND DETAILS <br />CONSTRUCTION OF AREA 5 <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. NO. <br />4 <br />of 18 <br />PROJECT NO. <br />150040 <br />0 <br />10/31/14 <br />ISSUED FOR CONSTRUCTION <br />ES <br />ES <br />ES <br />DT <br />REV <br />DATE <br />DESCRIPTION <br />DNM BY <br />DES BY <br />I CHK BY1 <br />APP BY <br />DATE OF ISSUE DIN By E. SCHNEIDER cm Ry E. SCHN.EI ER <br />10/31 f 14 DES.SL E- SC.HNEID.ER APP R.Y D. TH® SON <br />LIMITS OF ROADWAY <br />15' 5 FT 15 FT 15 FT <br />FINISH GRADE <br />3 1% <br />3 <br />6" EARTHFILL <br />CLASS 2 <br />ACCESS RAMP AGGREGATE BASE <br />DETAIL 3 <br />1"=10' 3 4 <br />NOTE: <br />1. MATCH FINAL ELEVATION TO ASPHALT PAVEMENT <br />2. COMPACT AND SOOTH DRUM ROLL <br />3. APPLY BITUMINOUS SEAL ON ROADWAY <br />m m <br />Shaw Environmental, Inc. <br />- A CBI Company <br />This drawing represents intellectual property of CB&I, Inc. Any modification to the <br />original by other than Shaw Environmental, Inc. personnel violates its original purpose <br />and as such is rendered void. CB&I, Inc. will not be held liable for any changes <br />made to this document without express written consent of the originator. <br />CROSS-SECTIONS AND DETAILS <br />CONSTRUCTION OF AREA 5 <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DWG. NO. <br />4 <br />of 18 <br />PROJECT NO. <br />150040 <br />