My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP1113 - SP1118
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP0822 - SP1254
>
SP1113 - SP1118
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2024 1:14:30 PM
Creation date
1/23/2016 12:09:12 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Piccoli Road Resurfacing
Limits
Wilcox Rd. to Watreloo Rd.
Year
1991
Project Engineer
Dean Gilman
Roads Worked
Piccoli Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1113 - SP1118
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
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
RECORD DRAWING LEGEND <br /> \ lP ® Variable Depth Asphalt Concrete Ditch Grade Elevations <br /> COfreCii0r15 By .—_ /r� A' C c A �` Sta. 9+60 to Sta. 11 +00 <br /> NO Changes By KT / YLI —HIT_. \ { �� RW Conform Planing <br /> Existing Radii <br /> 'T' ^o \ art Sta. 9+60 28.65 ® 22' Lt. Const. <br /> Date z�' 9Z mr Width of Planing A.C. Pavement „ <br /> \ sta.10+0o zs.ao ® zz' Lt. ' <br /> Any Person Using This Drawing Should Ver �� o.oa Depth of Planing A.C. Pavement Stc.10+50 29.35 ® 22' Lt. " " <br /> All Information By Inspecting The Site Of W , ' o \ ® Variable Depth Asphalt Concrete. Sic.1 1 +00 30.95 ® 22' Lt. " <br /> Pay Item: Type E Driveway <br /> CP Grade to drain (See End. Detail 1 & 3) BENCH MARK —Top of Fire Hydrant eastside of <br /> m to o Piccoli Rd. 75'± neo Budweiser Ct. <br /> 4 \ ) \ 0.10' Asphalt Concrete over 0.10' A.C. Planing Elevation =30.43 <br /> Cos, TWphona and Undxground EIse4Pe <br /> @Pj E)Wn9 wabr Ll <br /> + F <br /> i o o The Final Elevation of the left E.P., from \f \ <br /> Const. "o, yam Sta. 11+00 to Sta. 11+22, is to be y ,� <br /> 0 p0. / �. N 0.10' above existing roadway. \ T <br /> ' 10 .N ooh r� \ <br /> 0 p8' Rx <br /> 4: \ e N See Sht. /f2 for °q \ \ <br /> Shld. Detail 3 `\ <br /> ' E%ISL C & G O \ <br /> to remain In <br /> o m <br /> m 10' f <br /> I I TRANSITION DETAIL a P \\CO \_ <br /> 0 8 9 rot 10 <br /> m NOTE: 1 . All existing facilities, manholes, and water <br /> z valve covers are not plotted to preserve clarity. <br /> n t <br /> See Sheet No. 6 for listing. Const. <br /> o <br /> 2. The two manholes shown thus: ♦ are not to be ' or Pro \ <br /> adjusted to grade; areas around manholes are T \ y <br /> to be planed to 0.10' below existing surface.G 'at \SEE DETAIL 0.25' A.C. OVERLAY \ P \ <br /> 3. San Joaquin County has obtained an encroachment 'A <br /> permit from Caltrans for this project. However, the <br /> n contractor Is required to apply and obtain an en— END OF <br /> croachment permit from Caltrans prior to the start PROJECT <br /> of work. <br /> COUNTY OF SAN JOAQUIN SCALE: None PLAN Plccou Raw RESURFACING SHEET NO. <br /> Wilcox Rd. to Waterloo Rd. 4 of 6 <br /> DRAWN BY DATE I <br /> //P//ROJECT(,ENGINEER DAT/E,, CHECKED ` DATE SUBMITTED DATE A VA OMMENDED DATE <br /> J. C. White v/aa/si itY.L�Qwn �/ 7�3�1 QW (-4 ��v d ewe7� <br /> i 9/ <br />
The URL can be used to link to this page
Your browser does not support the video tag.