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CL Const. Limits of Clearing and Grubbing Const. and Mailbox Relocation Limits of Clearing and Grubbing and Mailbox Relocation 10 10 Conform See I See Shoulder 18' Shoulder Vor. �8%. Details Pavement Reinforcing Fabric Detailsthis Sheet I this Sheet - - - Var. Var., Shoulder Backing — — — SHOULDER DETAIL 1 Existing Roadway Asphalt Concrete Overlay rL TYPICAL SECTION See Plans for Thickness Variation Const. FURRY ROAD Sta. 0+80 to Sta. 26+07 Limits of Clearing and Grubbing Sta. 27+45 to Sta. 52+82 and Mailbox Relocation HOGAN LANE Sta. 0+12 to Sta. 89+75 a 4' 10't GENERAL NOTES: Conform 8 1. Contractor shall scarify native soil adjacent to pavement at intersection Var. radii to a depth of 6 and blend Shoulder Backing material prior to SHOULDER SCHEDULE '- 3 compaction. Limits of this work shall be confined to intersection radii — — — plus 50 feet in each direction. Payment for blending shall be considered FURRY ROAD L _ — a n as included in the price for Shoulder Backing. 6 2. All earthwork (except for final shoulder grading) shall be completed prior LEFT RIGHT Shoulder Backing v to placing final lift of asphalt concrete. No Shoulder Backing shall be Station to Station Detail Station to Station Detail SHOULDER DETAIL 2 deposited or drifted on the final lift of asphalt concrete surfacing. 0+80 to 17+78 1 0+80 to 11+00 1 o Where the Shoulder Backing placement exceeds 0.30' in thickness, 17+78 to 26+07 2 11+00 to 26+07 2 m the Shoulder Backing shall be placed in two fully compacted layers. 27+45 to 40+00 1 27+45 to 52+82 1 3. Asphalt Concrete shall be placed as noted below with pavement reinforcing 40+00 to 52+82 2 Limits of Clearing and Grubbing Const. fabric placed on existing pavement: HOGAN LANE and Mailbox Relocation 0.12' or 0.17' Thickness 0+12 to 10+30 2 0+12 to 7+75 2 $ One (1) layer over existing surface. M324 12+40 3 7+75 to 19+15 1 Earthwork (Misc. Areas 0 25' or 0 40' Thickness 16+00 2 19+15 to 35+50 2 Two (2) layers of approximate equal thickness. 18+65 135+50 to 75+50 1 1 4' 2' 10't 4. All existing trees, shrubs, fences and other frontage improvements are 20+00 2 75+50 to78+50 3 to remain in place unless otherwise noted. 23+75 3 78+50 to 85+25 1 Conform 5. 2' Top Soil shall be used in place of Shoulder Backing at the following 25+50 2 85+25 to89+75 2 locations on Hogan Lane: 38+30 3 Sta. 66+80 to Stu. 68+50 Lt.) 49+45 1 v Sta. 72+85 to Sta. 73+15 Rt.) 49+45 to s9+25 3 IIL—Iii f Sta. 75+50 to Sta. 78+50 Rt.) 59+25 to 74+00 1 L i n Where Top Soil is required it shall conform to the requirements of 1 74+00 to 85+00 2 Shoulder Backing O m Section 20-2.01 "Top Soil' of the Standard Specifications, see I 85+00 to 87+35 3 m Special Provision 19S. 1 87+35 to 89+75 1 2 SHOULDER DETAIL 3 � o COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTIONS FURRY ROAD/HOGAN LANE RESURFACING Sheet No. AND GENERAL NOTES (Live Oak Road to Hogan Lane; N 99 Frontage Road East to Angier Road) 2 of 9 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE