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01P <br />0 <br />D <br />M <br />X <br />M <br />M <br />z <br />0 <br />q- <br />Colnst <br />4' —10' <br />R/W �_ Limits of Clearing and Grubbing and Mailbox Relocation <br />Earthwork EP <br />(Miscellaneous Areas) <br />1 ' I-- <br />0 0'-6.5' 0'-1.5' 3'-4' <br />0 <br />0 <br />B Var — <br />0.50' Shoulder <br />Backing (Typ) <br />it I— **2' <br />Existing <br />Surface 0 <br />(TYP) 3 vor <br />I EP <br />Limits of Roadway Excavation <br />12'-20' 12'-26' <br />Existing <br />Roadway — <br />0.75' Class 2 AB <br />compacted to 95% <br />relative compaction <br />2%, <br />0.50' HMA (Type A) <br />TYPICAL SECTION -�- <br />Sta 9+97 to Sta 11 +83 <br />Earthwork <br />(Miscellaneous Areas) <br />4' _ _ OP -61 <br />Const <br />I <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />5'- 10' <br />Berm <br />�� ✓tip. <br />pC <br />S+a. 10 4. 9 0 +o S+.*, 111.83 <br />add?ioN./ (.''e{ 6"kNeahn'.01 <br />r0"O cd t )-Cpbcc) ro 3 A A, <br />Odd * <br />soft$ Ars4 <br />2' EP 12' 12' EP 2, <br />1*22' Geosynthetic Pavement Interlayer 1' <br />(Paving Fabric) <br />-If 8% IZ0` ,1.57o <br />1.5%, 3� I 8% <br />2' <br />0 <br />0 <br />0 <br />1 <br />1 -- ----- I -------- 7 <br />Shoulder !7� <br />L — I L—Geosynthe <br />— J <br />I tic Pavement <br />Backing (Typ) Existing Interlayer (Paving Fabric) <br />Safety Edge (Typ) Roadway Var HMA Overlay (See Paving Depth Schedule) <br />TYPICAL SECTION <br />Sta 11 +83 to Sta 84+42 <br />* Limits for Geosynthetic Pavement Interlayer: Sta 11+83 to Sta 84+17 <br />Hot Mix Asphalt Overlay must be placed in one (1) layer with Geosynthetic <br />Pavement Interlayer (Paving Fabric) placed on the existing or prepared surface. <br />** Sta 12+00 to Sta 16+00 (Lt), Sta 46+00 to Sta 56+00 (Lt) - 3' <br />COUNTY OF SAN JOAQUIN I <br />NOT TO SCALE TYPICAL SECTIONS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Yamada 3/15 ' 31,2711 <br />R/W <br />I <br />2' <br />n <br />0 <br />0 <br />Existing <br />Surface <br />(TYP) <br />NOTE: Existing berm from Sta 10+10 to Sta <br />12+25 (Rt) within the Right -of -Way must <br />be removed entirely. Payment for berm <br />removal is included in the payment for <br />Earthwork (Miscellaneous Areas). <br />WIN( <br />Rey iloc��IrT _ <br />I-l�-zap <br />NOTE: Transition cross slope from Sta 11+83 to <br />Sta 12+03. <br />Transition HMA depth from 25' before end <br />of one location to 25' after the beginning <br />of the next location. <br />WALL ROAD RESURFACING <br />(State Route 26 to Comstock Road) <br />Sheet No. <br />3 of 10 <br />PAVING <br />DEPTH SCHEDULE <br />Location <br />Depth at <br />Sta <br />11+83 <br />to <br />Sta <br />12+03 <br />0.17'-0.21' <br />Sta <br />12+03 <br />to <br />Sta <br />14+00 <br />0.21' <br />Sta <br />14+00 <br />to <br />Sta <br />44+00 <br />0.18' <br />Sta <br />44+00 <br />to <br />Sta <br />64+00 <br />0.24' <br />Sta <br />64+00 <br />to <br />Sta <br />70+00 <br />0.27' <br />Sta <br />70+00 <br />to <br />Sta <br />76+00 <br />0.24' <br />Sta <br />76+00 <br />to <br />Sta <br />79+00 <br />0.28' <br />Sta <br />79+00 <br />to <br />Sta <br />82+00 <br />0.24' <br />Sta <br />82+00 <br />to <br />Sta <br />83+92 <br />0.19' <br />NOTE: Transition cross slope from Sta 11+83 to <br />Sta 12+03. <br />Transition HMA depth from 25' before end <br />of one location to 25' after the beginning <br />of the next location. <br />WALL ROAD RESURFACING <br />(State Route 26 to Comstock Road) <br />Sheet No. <br />3 of 10 <br />