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rL Const. LEVELING SCHEDULE Limits of Clearing and Grubbing and Mailbox Relocation Note: "X" is the thickness of the A.C. Leveling at the q Const. See 10' 10' See Station "X" Station "X" Station "X" Station "X" Shoulder Var. Varma Shoulder 0+50 0.08' 16+42 0.19' 31+00 0.27' 47+00 0.08' Details, Details, 1+00 _ 0.16 17+00 0.26' 32+00 0.06 48+00 0.25 Sheet Sheet 2+00 0.28 17+37 0.27'_ 33+00 0.06 49+16 0.08 No. 3 No. 3 3+00 0.06 17+52 0.21' 33+44 0.20'_ -51+13 0.15 4+23 0.11' 18+00 0.22 -34-1-01DOM'0.16' 52+00 0.21 4+78 0.15' _19+00 0.18 35+00 0.06 53+09 0.16 A.C. Leveling* Exist. Roadway 0.17' Asphalt 6+37 0.36' 20+00 ' 0.12 36+00 _ -0.06 54+00 0.10 * Concrete Overlay 7+00 0.22` 21+00 0.08' 37+00 0.08 55+00 0.15 A.C. Leveling Crass TYPICAL SECTION 8+00 0.11 22+00 0.07 38+00 0.11 55+81 0.18 - Slope shall be 29.. Sta. 0+25 to Sta. 14+00 6+34 24 0.08 +00 0.09 39+00 0.08 57+00 0.08 Sta. 40+00 to Sta. 64+00 9+00_ 0.08 24+34 0.13' 46+00-1B 58+00 0.14' 16+00 -0--0'6 -M+00-6:W- _ 41+00 0.06 59+17 0.18' 10+92 0.20 26+00 0.11' 42+00 0.19 66+00 0.17 11+87 0.08 " , 0.12' 43+00 0.08 61+00 0.2_1'__ rt Const. 13+20 0.06 28+00 0.17' 44+00 0.14 62+00 0.31' 113+92 0.14' 29+00 1 0.33 45+00- 0.0 008 63+ 0.39 m Limits of Clearing and Grubbing and Mailbox Relocation - 15+20 0.12' - -30+00 1 0.22 46+00-- 0.17 64+00 0.06 See a Shoulder10 10 See 1' Vac Var. 1' Shoulder GENERAL NOTES: Details, Details, NSheet Sheet 1. Contractor shall scarify native soil adjacent to pavement at o No. 3F-�, No. 3 intersection radii to a depth of 6" and blend shoulder backing + - - - - - - =way0.17' backing material prior to compaction. Limits of this work shall be confined to intersection radii pplus 50 feet in each 0.15' A.C. * A.C. Leveling* Exist. Rophalt direction. Payment for blending shall be considered as Widening (Typ.) Concrete Overlay included in the price for Shoulder Backing. TYPICAL SECTION 2. All earthwork (except for final shoulder grading) shall be 4' '" A.C. Leveling and A.C. Widening Sta. 14+00 to Sta. 40+00 completed pto placing final lift of asphalt concrete. Cross Slopes shall be 2%. No shoulriorder backing shall be deposited or drifted on the v m final lift of asphalt concrete surfacing Where the Shoulder s Backing placement exceeds 0.30' in thickness, the Shoulder i rL Const. Backing shall be placed in two fully compacted layers. 3. The A.C. Leveling and A.C. Widening may be placed at the some time. Placement of asphalt concrete surfacing shall Limits of Clearing and Grubbing and Mailbox Relocation not begin until the asphalt concrete used in pavement g See 10' 10' See repair and leveling has been in place for 18 hours.4. Asphalt Shoulder Vac Var.ma Shoulder alt Concrete shall be placed as noted below: ' Details, Details, Sheet Sheet One7l-3 layer over A.C. Leveling. No. 3 No. 3125 1 Thi U> NoT27 yers laof approximate equal thickness. 5. All existing trees, shrubs, fences and other frontage 0.25' Asphalt Exist. Roadway improvements are to remain in place unless otherwise noted. Concrete Overlay 6. Surplus material from excavation (roadway widening areas and a TYPICAL SECTION earthwork miscellaneous areas) shall be used as embankment S Sta. 64+50 to Sta. 88+00 in low areas immediately adjacent to the excavated areas. o COUNTY OF SAN JOA UM NO SCALE TYPICAL SECTIONS ver Ro F AVENUE IMPROVEMENTS sneer 8 Q (River Road to State Highway Route 120) 2 of a DRAWN BY DATE PROJECT ENGINEER DATE 1, TE APPROVAL RECOMMENDED DATE