My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP1966 - SP1972
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP1878 - SP2416
>
SP1966 - SP1972
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/12/2024 12:08:10 PM
Creation date
12/5/2023 8:38:13 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Alpine Road Resurfacing
Limits
Live Oak Road to Harney Lane
Year
1999
Project Engineer
Jose Zepada
Roads Worked
Alpine Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1966 - SP1972
Type
Resurfacing
Document Relationships
Alpine Road
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\A
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Conform @ E.P. <br />�. CC) <br />Existing Width <br />12' Min. <br />0.30' Asphalt Concrete over shaped <br />and compacted native material. <br />Conform @ E.P.-- <br />TYPE D <br />Sta. 215+20 Lt. <br />Saw cut @ joint (� to Joint, 18't). <br />Remove concrete from edge of pavement to joint. <br />The costs for removing concrete (Approx. 30 S.Y.) <br />is to be included in other items of work. <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE E <br />R=Conform to existing radius <br />TYPICAL DRIVEWAYS <br />N / <br />O f20'—f -- ---- - Pipe Length <br />(TYP-) <br />PIPE DETAIL <br />Stc- 254+51 (20' Rt.) <br />Sta. 261+44 (20' Rt.) <br />Sta. 268+00 (20' Rt.) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE ,P�ROJECT ENGINEER D E( <br />/ATE CHECK <br />�7%auns"o � arna 6/99 19",�_ 6`399 A I. <br />20'—i <br />(Typ.) <br />00 <br />A.C. Overlay - <br />Exist. Roadway— <br />Structure ,.,,,, <br />(95% Relative <br />Compaction) <br />12" Standard frame and <br />Dia. or Sq. cover assembly <br />6" (Refer to SJCO Std. <br />Dwg. CW -M1.) <br />i <br />.V _V V8 4" <br />P.C.C. : �L' I <br />i <br />a <br />Undisturbed ----Survey monuments <br />basement soil 3/4"0 x 30" iron pin <br />with identification marks <br />(TO BE INSTALLED BY OTHERS) <br />SURVEY MONUMENT <br />*Asphalt Concrete <br />(Miscellaneous Areas) <br />_-_ n r -n' n n <br />-xisting <br />surface <br />NO SCALE CONSTRUCTION DETAILS <br />DATE SUBMITTED DATE APPROVAL OMMENDED <br />6 3ha) <br />DATE <br />1 0.D1'i•- <br />- 0.D+2' <br />Sta. 261+44 (20' Rt.) <br />* Sta. 254+51 (20' Rt.) <br />Sta. 268+00 (20' Rt.) <br />ALPINE ROAD RESURFACING Sheet No. <br />(Live Oak Road to Harney Lane) 1 6 of 7 <br />i0*01 <br />-Q0 <br />DPipe <br />Inv. Elev.---- <br />v <br />A <br />Refer to Sheet 5 <br />for actual Inv. Elev. <br />m <br />0 <br />PIPE DETAIL <br />Stc- 254+51 (20' Rt.) <br />Sta. 261+44 (20' Rt.) <br />Sta. 268+00 (20' Rt.) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE ,P�ROJECT ENGINEER D E( <br />/ATE CHECK <br />�7%auns"o � arna 6/99 19",�_ 6`399 A I. <br />20'—i <br />(Typ.) <br />00 <br />A.C. Overlay - <br />Exist. Roadway— <br />Structure ,.,,,, <br />(95% Relative <br />Compaction) <br />12" Standard frame and <br />Dia. or Sq. cover assembly <br />6" (Refer to SJCO Std. <br />Dwg. CW -M1.) <br />i <br />.V _V V8 4" <br />P.C.C. : �L' I <br />i <br />a <br />Undisturbed ----Survey monuments <br />basement soil 3/4"0 x 30" iron pin <br />with identification marks <br />(TO BE INSTALLED BY OTHERS) <br />SURVEY MONUMENT <br />*Asphalt Concrete <br />(Miscellaneous Areas) <br />_-_ n r -n' n n <br />-xisting <br />surface <br />NO SCALE CONSTRUCTION DETAILS <br />DATE SUBMITTED DATE APPROVAL OMMENDED <br />6 3ha) <br />DATE <br />1 0.D1'i•- <br />- 0.D+2' <br />Sta. 261+44 (20' Rt.) <br />* Sta. 254+51 (20' Rt.) <br />Sta. 268+00 (20' Rt.) <br />ALPINE ROAD RESURFACING Sheet No. <br />(Live Oak Road to Harney Lane) 1 6 of 7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.