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A446 - A453
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A446 - A453
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Last modified
11/14/2023 11:30:35 AM
Creation date
1/22/2016 10:32:34 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Airport Way and West Frontage Road Resurfacing
Limits
400' +/- S/O French Camp Road to Stockton City Limits
Year
1997
Project Engineer
Jack L. Stewart
Roads Worked
Airport Wy., West Frontage Rd.
Red Lines
Yes
Supplemental fields
Cross Ref
A446 - A453
DocCategory
Improvement Plans
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Const. <br /> I <br /> -- Limits of Clearing and Grubbing - - - <br /> R/W Median R/W <br /> 4' -8' 24' 2' -_ 9' ... 9' - 2' .0 24' 8' 4' <br /> -6-10- 6.0— <br /> Var. Vo� �ygt• Var. <br /> Conform ` Vo_r� �Vor, Conform <br /> 0.25' Asphalt Variable Depth <br /> 7Existing Roadway Concrete Overlay Shoulder Backing <br /> Variable Depth I (Typ') 0.15' Asphalt Concrete <br /> Shoulder Backing L-0.15' Asphalt Concrete <br /> (Typ ) TYPICAL SECTION <br /> Airport Way Resurfacing <br /> Sta. 353+30 to Sta. 421 +52 <br /> 1❑ 0.12' Sta. 355+50 to Sta. 368+66 <br /> 0.10' Sta. 388+25 to Sta. 390+37 <br /> Approx. <br /> q <br /> GENERAL NOTES R/W <br /> 1. Adjust Survey Monument Frame and Cover at Sta. I <br /> 358+73t. Exact location to be determined by the -�F- 1 <br /> Engineer. Refer to S.J. Std. No. R-28 for Details. �r <br /> 2. Existing drainage facilities to remain in place. The <br /> Contractor shall conduct his earthwork operation so <br /> as not to modify or obstruct the existing drainage. 3 0 3 <br /> 3 <br /> 3. Existing A.C.Dike from Sta. 401+10t to v v <br /> Sta. 401+20±(northbound lanes) to remain in place. ( m <br /> 4. Where Superelevotions exist on horizontal curves <br /> the new surface slope and drainage shall conform <br /> to the existing. <br /> 00 0 <br /> 5. Longitudinal joints in the top layer of asphalt o 0 0 <br /> concrete shall correspond with the edges of 'o ' w <br /> through traffic lanes. J <br /> 6. Imported Borrow - The R-Value and Sand Equivalent <br /> requirements shall be waived for this material. <br /> 7. Soil sterilant shall consist of one of the following <br /> pesticides applied at the maximum label rate unless TYPICAL TRAFFIC <br /> otherwise directed by the engineer: <br /> A) Trifluralin emulsifiable concentrate. <br /> B) Dichlobenil. LANE LAYOUT <br /> .. I._ A b <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL ECOMMENDED DATE SHEET TOTAL <br /> Erika R. 12/9611/ z COUNTY OF SAN JOAQM NO SCALE TYPICAL SECTION . AIRPORT WAY RESURFACING NO. SHEETS <br /> Jeff Ross 05/97 417,/3-7 �, ��'/°? 9� 400'± S\0 French Camp Road to Stockton City Limits) 2 8 <br /> ILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> e\final\airport\typsec <br />
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