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Last modified
7/12/2024 9:10:23 AM
Creation date
1/23/2016 12:46:18 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Corral Hollow Road Resurfacing
Limits
0.54 mile south of Valpico Road to Tracy City Limits 0.06 mile north of Valpico Road
Year
2002
Project Engineer
Jeff Levers
Roads Worked
Corral Hollow Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP2627 - SP2632
Type
Resurfacing
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(i Const. <br /> I R/w <br /> Limits of Clearing and Grubbing <br /> and Limits of Mailbox Relocation <br /> 20' ►I.� 30' <br /> I <br /> 1 4' 4' 12' a L 12' 4' 4' 10' — <br /> 22' Pavement Reinforcing Fabric <br /> I <br /> P Conform 87 _ Va r. Var. gy_a Conform <br /> a Nor <br /> y - - <br /> iL____ ________ _- <br /> a o <br /> o m Existing Roadway 0.25' Asphalt Concrete Shoulder Backing — Typ. ��� <br /> s z <br /> m TYPICAL SECTION <br /> N <br /> 6 Sto. 30+10 to Sta. 61 +51 <br /> GENERAL NOTES <br /> 1 . 0.25' Asphalt Concrete surfacing shall be placed in two (2) layers of 5. All earthwork, except final grading of the shoulders, shall be completed prior to <br /> w approximate equal thickness. placing final layer of asphalt concrete. No Shoulder Backing shall be deposited <br /> to2. Placement of Asphalt Concrete overlay shall not begin until the Asphalt or drifted on the final lift of asphalt concrete surfacing. <br /> Concrete used in Pavement Repair has been in place for 18 hours. 6. All existing frontage improvements shall remain in place unless otherwise noted. <br /> 3. Shoulder Backing at all intersection radii shall be blended with the top 6" of 7. Excavated Material generated by Pavement Repair and Planing Asphalt Concrete <br /> native soil material as directed by the Engineer. Payment for blending shall Pavement may be used as Shoulder Backing with approval of the Engineer. <br /> fbe considered as included in the contract unit price paid for Shoulder Backing. Excavated Material shall be thoroughly pulverized, distributed throughout the <br /> A 4. The contractor shall conduct Shoulder Backing operations so as not to disturb project and blended with the top 6" of native soil material in the Shoulder <br /> mor obstruct any existing drainage. Backing areas. <br /> W o <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION CORRAL HOLLOW ROAD RESURFACING Sheet7N <br /> Q (0.54 mile s/o Valpioo Rd to 0.06 mile n/o Valpieo Rd) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Q/3e/o: <br />
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