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SP4356 - SP4365
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SP4356 - SP4365
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Last modified
7/12/2024 8:04:23 AM
Creation date
1/23/2016 1:09:23 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Hildreth Lane, White Lane, & Solari Ranch Road Resurfacing
Limits
Hildreth Lane: Ashley Lane to Eight Mile Road White Lane: State Highway Route 26 to Arata Road Solari Ranch Road: Cherokee Road to Foppiano Lane
Year
2007
Project Engineer
Gary Griffith
Roads Worked
Hildreth Ln., White Ln., Solari Ranch Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4356 - SP4365
Type
Resurfacing
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Const. <br /> 1 1' 2' 2' E <br /> 0 <br /> EP Conform CSD E.P. EP Conform E.P. _ w <br /> T 0.30' AsDpha t Concrete <br /> 4' over shaped compacted R R 4' <br /> 1:1 native material. 1:1 <br /> 1 Existing Width Conform WHITE LANE: 0.30' Asphalt Concrete <br /> Conform Existing Width 12' Min. Station 7+10 to 12+92 Lt. <br /> 12 Min. ' Station 16+25 to 21+50 Lt. <br /> depth Asphalt Concrete over existing paved driveway. Station 26+65 to 31+00 Lt. <br /> Variable de <br /> p p g p y• Station 33+40 to 50+74 Lt. <br /> Station 42+15 to 50+74 Rt. <br /> TYPED TYPE E SOLARI RANCH ROAD <br /> Station 0+19 to 7+50 Lt. <br /> NOTE: TYPE F <br /> Approx. 4 S.Y. of concrete removal at concrete driveway at White Lone Sta. 44+00 Lt. <br /> Saw cut at score line approx. 1' from edge of pavement. Payment for this work sholl <br /> be considered as included in the lump sum for the clearing and grubbing bid item. <br /> TYPICAL DRIVEWAY DETAILS <br /> � D <br /> r <br /> r*i <br /> z 0.25 A.C. Overlay 100' Bridge 29C-336 100' 0.25 A.C. Overlay <br /> MA.C. Trans. A.C. Trans. <br /> s <br /> 56' 44' 56' 044' <br /> pavement 0.40' Cut in 0.40' Cut in pavement <br /> See Note Below Existin grinding Pavement Pavement grinding <br /> 1 Surfoc� 0 0 0 0 <br /> o o o <br /> o a <br /> 0.30' Asphalt <br /> Concrete Exist. <br /> NOTE: Width (4' minimum): Exist. Roadway <br /> oa <br /> Rdway <br /> Approximate dimensions used for estimating purposes 0.30' A.C. 0.30' A.C. <br /> ore available upon request. The dimensions and locations Pavement Repair Pavement Re air <br /> ore subject to change at the Engineer's discretion. RECORD D <br /> X PAVEMENT REPAIR DETAIL PAVEMENT REPAIR DETAIL Corrections By <br /> r <br /> AT BRIDGE APPROACHES No Changes By <br /> M Date /2 - �7 <br /> Any Person Using This Drawing Should Verify <br /> All information By inspecting The Site Of Work <br /> COUNTY OF SAN JOAQUIN NOSME CONSTRUCTION DETAILS HILDRETH LANE, WHITE LANE, AND Lof <br /> t Noy. <br /> SOLARI RANCH ROAD RESURFACING <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE APPROVAL RECOMMENDED I DATE/_ <br />
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