My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP4241 - SP4247
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP4146 - SP4609
>
SP4241 - SP4247
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2024 11:02:07 AM
Creation date
1/23/2016 1:06:20 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Collier Road Resurfacing
Limits
North 99 Frontage Road to Dustin Road
Year
2007
Roads Worked
Collier Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4241 - SP4247
Type
Resurfacing
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
Expose 2' of pipe (Typ.) <br /> P <br /> Existing Ditch <br /> 4 Minimum Existing - to remain in place Conform 0 E.P. <br /> Surface �, EP <br /> � P Structure Bockfill <br /> 4' <br /> 18 CSP Pipe <br /> 0.40' Asphalt Conform <br /> Concrete o �e5 Existing Width <br /> a J°� 12 Min. <br /> PAVEMENT REPAIR DETAIL o o °cPcA TYPE D <br /> Note: Width (4 minimum). Approximate dimensions <br /> e��eG� 0.30' Asphalt Concrete over shaped <br /> used for estimating purposes are available upon "� `c and compacted native material. <br /> request. Dimensions and locations are subject to <br /> change at Engineer's discretion. <br /> D <br /> TYPICAL 18" CSP Pipe <br /> O <br /> r <br /> rn Type I Maintenance Hole Frame & CoverConform 0 E.P. <br /> Z 6" Thick Per County Standard CW—S7 <br /> Cr. oncrete Ditch Lining ___- _ <br /> M12" Standard frame and j <br /> A.C. Overlay <br /> Dia. or Sq cover assembly EP 0.10' 24" J Existing Ground R R 4' <br /> 6" (Refer to SJCO Std. <br /> D w g. CW—M1 .) — _ 1=III=III=III=III=— <br /> I 11=III- —III=III=I I IJ Conform <br /> I=1 11=1 11=1 I I I I I 1=1 I I-1 11=1 —I I_I= <br /> 4" =1 I L=1 I L=1 I-1 I- <br /> 8.. —III�IIII 111111 — Existing Width <br /> III—III=III= <br /> Exist. Roadway _1111 I�IIIIII-1 Structure Bockfill 12' Min. <br /> P.C.C. 10 GA.x10 GA. 4"x4" <br /> 3 Welded Wire Fabric jg^ pi°rrti. CSP Pipe TYPE E <br /> \ Drop Inlet i -+ <br /> _�• RAWl <br /> cn Undisturbed <br /> Exist. survey monument 6 '-ate: <br /> Variable depth Asphalt Concrete <br /> 3to remain in place and T �. -•� over existing paved driveway. <br /> basement soil undisturbed. " Min. -� <br /> m SECTION A—A <br /> SURVEY MONUMENT DETAIL TYPICAL DRIVEWAY DETAIL <br /> m <br /> Z TYPICAL DROP INLET <br /> 0 <br /> COUNTY OF SAN JOAQUIN 1"=40' CONSTRUCTION DETAILS COLLIER ROAD RESURFACING Sheet No. <br /> (North 99 Frontage Rood East to Dustin Rood) 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHEQkN I DATE I APPROVAL RECOMMENDED DATE <br /> TR. Ca[Cahan 1/07 `� 1 X)))!� 1 h ~( i0 ��71,f1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.