Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
q <br /> Const. <br /> I <br /> 50' <br /> Limits of Clearing and Grubbing and Earthwork <br /> 1Existing CG&S 13'f f 13't Existing CG&S 1 <br /> n a <br /> C� 8' 8' U <br /> 10 E Planing Area I Planing Area E O <br /> p o o �0a <br /> c c <br /> U Var. Var. ` 0 <br /> V°tea <br /> --- - <br /> I <br /> -- - - - -- - ----- <br /> ------ ------------ ------- - - - ----- --- - - L-- --------- <br /> 0.17' A.C. Overlay I <br /> Existing Roadway <br /> Existing CG&S to remain in place I Place Asphalt Concrete <br /> unless specified on the Plans (Typ) <br /> g TYPICAL SECTION (Miscellaneous Areas) 0.50' thick <br /> at all Minor Concrete Work (Typ) <br /> FRANKLIN AVENUE <br /> Pr <br /> DSta. 0+ 17 to Sta. 1 1 +53 <br /> D Sta. 1 1 +93 to Sta. 17+67 <br /> r EUCLID AVENUE <br /> m - L- 01 <br /> R. z Sta. 0+ 13 to Sta. 17+50 <br /> M GENERAL NOTES: <br /> y <br /> 0 <br /> 1. Street side Storm Drain Inlets shall be protected from liquid runoff sediments and chemical pollutant 7. All CG&S work to be performed shall be considered as paid under the Minor <br /> in a manner consistent with the requirements of the National Pollution Discharge Elimination System Concrete (CG&S — Type 1) item of work unless otherwise shown in the plans. <br /> (NPDES) General Construction Permit. <br /> 2. All new CG&S shall conform to the existing flowline elevations with a straight grade between conforms. 8. Asphalt concrete overlay shall be placed as one (1) layer over the <br /> 3. Existing drainage facilities, fences, water valves, frames and covers, sprinkler heads, trees, shrubs, and existing pavement or prepared surface. <br /> CG&S shall remain unless otherwise noted on the plans. 9. The cost for relocating sprinklers and maintaining existing lown shall <br /> 4. At locations greater than 10 LF in length where existing and new CG&S join, a 3' transition shall be be paid for under the Minor Concrete (CG&S — Type 1) item of work. <br /> N constructed (match existing CG&S at locations 10 LF or less). Where removal of existing concrete is 10. Clean all existing driveway port circle culverts. Cost for cleaning shall <br /> required, the concrete shall be sow cut at the conform line or removed to the nearest expansion joint, be considered as included in the Clearing and Grubbing item of work. <br /> o whenever possible. The cost for the sow cutting shall be included in the Minor Concrete items of work. 11. All port circle culverts and steel plating at driveways shall remain in <br /> 5. Any reference to Class B concrete in these Plans or the Special Provisions shall be amended to read place unless otherwise directed by the Engineer. <br /> M as Class 3 concrete. 12. Hand grinding of asphalt concrete pavement will be required at locations <br /> 6. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete used in Pavement where existing water and gas valves and manholes ore within the Planing limits. <br /> Repair or Place Asphalt Concrete (Miscellaneous Areas) has been in place for 18 hours. <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND NOTES FRANKLIN AVE. & EUCLID AVE. RESURFACING Sheet No. <br /> (Michigan Ave. to Inman Ave.; Franklin Ave. to Mission Rd.) 1 2 of 12 <br /> DRAWN BY DATE PROJECT &NGINEER DATE CHECKED DATE APPROVAL RECOMMENDED I DATE <br />