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LEVELING SCHEDULE ST. JOHN AVENUE) Const. Station "X" Station "X" Station "X" Station "X" Station "X" Limits of Clearing and Grubbing 0+75 0.19' 14+00 0.28' 25+00 0.32' 34+00 0.12' 46+75 0.29' 2+00 0.38' 15+00 0.39' 26+00 0.16' 36+00 0.30' 48+00 0.16' See -- $' See 4+00 0.28' 16+00 0.41' 26+65 0.20' 37+50 0.16' 49+00 0.28' Shoulder Shoulder 5+00 0.31' 16+82 0.53' 27+00 0.33' 38+00 0.13' 50+00 0.36' Details _1.5� 3.0�_ Detoils Below - Below 6+00 0.40' 17+10 0.40' 28+00 0.32' 39+00 0.26' 50+85 0.10' 7+00 1.02' 18+00 0.26' 29+00 0.50' 39+50 0_.32' 52+00 0.29' 0.12' Asphalt Concrete Overlay 8+00 0.16' 19+00 0.35' 30+00 0.28' 40+00 0.33' 53+13 0.25' Variable Depth Exist. Roadwayp y 9+00 0.27' 19+22 0.25' 31+00 0.24' 41+50 0.29' 55+00 0.19' A.C. Leveling TYPICAL SECTION 10+00 0.23' 20+15 0.22' 32+00 0.20' 42+00 0.31' 57+00 0.18' Sta. 0+34 to Sta. 57+07 -� %� 12+00 0.34' 22+00 0.20' 32+80 0.31' 44+00 0.17' a 13+20 10.33' 24+00 0.26' 33+00 0.17' 45+90 0.12' Note: "X" is the thickness of the A.C. leveling at the q-Const. GENERAL NOTES: Const. Const. 1 . Contractor shall scarify native soil adjacent to pavement Limits of Clearing and Grubbing Limits of Clearing and Grubbing at intersection radii to a depth of 6" and blend shoulder backing material prior to compaction. Limits of this work 2' 2'_ 10'} 1' 4' 10't r% shall be confined to intersection radii plus 50 feet in each direction. Payment for blending shall be considered as 0.5' Conform 1 ' included in the price for Shoulder Backing. 8% Var 2. Existing drainage focalities shall remain in place unless Conform "101 _ - otherwise noted. The Contractor shall conduct earthwork /" operations as not to modify or obstruct the existing drainage. Variable Depth L _ _ _ - - L - - - - - Shoulder Backing 3. All earthwork (except for final shoulder grading) shall be 8 Local and p,17' Shoulder Backing completed prior to placing final lift of asphalt concrete. Imported Borrow SHOULDER DETAIL 2p Y 4. Placement of asphalt concrete overlay shall not begin until SHOULDER DETAIL 1 the asphalt concrete used in pavement leveling has been D in place for 18 hours. � D D o 5. Asphalt Concrete shall be placed as noted below: SHOULDER SCHEDULE 0.12' Thickness One (1 ) layer over variable depth A.C. leveling. z ST. JOHN AVENUE 6. All existing trees, schrubs, fences and other frontage improvements ore to remain in place unless otherwise noted. s t. LEFT Cons 7. All native, including Earthwork areas, that will receive A.C. Limits of Clearing and Grubbing Station to Station Detoil Station to Station Detoil leveling shall be compacted to a relative compoction of not N i 0+09 to 8+00 1 0+09 to 11+75 1 less than 95% prior to the commencement of paving operations. Earthwork (Misc. Areas) 8+00 to 13+30 2 11+75 to 17+00 3 8. Payment shall be considered as included in the paces paid I 13+30 to 18+50 1 17+00 to 20+00 1 for the various items of work involved and no additional 10, 3' 3' 118+50 to 20+00 2 20+00 to 26+50 3 compensation will be allowed therefor. 20+00 to 23+00 3 26+50 to 38+00 2 g, 2' Top Soil shall be used in place of Shoulder Backing at 87. _ vow_ _ _ 23+00 to 25+50 2 38+00 to 39+30 1 the following locations on St. John Avenue: 25+50 to 36+00 1 39+30 to 40+90 2 Sto. 9+00 to Sta. 10+75 (Lt.) Sto. 51 +10 to Sto. 51 +50 (Lt.) 410111 Ln I Conform 36+00 to 39+30 2 40+90 to 45+90 1 Sta. 37+40 to Sto. 38+40 (Rt.) Sto. 52+00 to Sto. 52+50 (Rt.) J 39+30 to 41+30 1 45+90 to 57+07 3 Sta. 46+45 to Sto. 47+20 (Rt.) Variable Depth 41+30 to 48+60 2 Shoulder Backing 48+60 to 51+10 1 Where Top Soil is required it shall conform to the requirements M SHOULDER DETAIL 3 51+10 to 53+10 2 of Section 20-2.01 "Top Soil" of the Standard Specifications, � 53+10 to 56+40 3 see Special Provision 19S. 56+40 to 57+07 2 10. Excavated Material generated under Earthwork (Misc. Areas) il r- shall be used as local borrow. M TYPICAL SECTIONS ST. JOHN AVENUE RESURFACING Sheet No. COUNTY OF SAN JOAQUIN NO SCALE AND GENERAL NOTES (Jones Avenue to Countrywood Lane) 2 of 5 DRAWN BY DATE PROJECT ENGINEER DATE CH ED DATE APPROVAL RECOMMENDED DATE