My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP4307- SP4314
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP4146 - SP4609
>
SP4307- SP4314
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/12/2024 8:00:40 AM
Creation date
1/23/2016 1:08:17 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Mackville Road Resurfacing
Limits
Collier Road to Liberty Road
Year
2007
Project Engineer
Jeff
Roads Worked
Mackville Rd.
Red Lines
No
Supplemental fields
Cross Ref
SP4307 - SP4314
DocCategory
Improvement Plans
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
_0.20' A.C. Var. A.C. Var, A.C. 0.20' A.C. <br /> Overlay Overlay Overlay Overlay~ <br /> EP � Conform @ E.P. 0.10' 0.10' <br /> See Note Below Existing <br /> Surface - - - - _--- <br /> 0.30' Asphalt Concrete ��-i+Hii��-i��i��i Bridge <br /> 4' �. over shaped & compacted ----_____ ��-�i__i_i��-iii- 29C-291 ...=i-i=i--T-rrrT-i- --- <br /> native material. Exist. <br /> --T Exist. Roadway <br /> J Roadway Z0.40' A.C. /Exist. Bridge to <br /> Conform Existing Width 0.40' Asphalt Pavement Repair remain in place 0.40' A.C. <br /> 12' Min. Concrete Pavement Repair <br /> TYPED PAVEMENT REPAIR DETAIL PAVEMENT REPAIR DETAIL ® BRIDGE APPROACHES <br /> NOTE: Stotion 37+91 NOTE: Width (4' minimum). <br /> Contractor shall saw cut P.C.C. Driveway to Approximate dimensions used for estimating purposes <br /> provide a neat straight joint to a distance of are available upon request. The dimensions and locations <br /> approximately 5't (Exist. Deep Joint) from the ore subject to change at the Engineer's discretion. <br /> edge of pavement and place new A.C. <br /> driveway. Removing and disposing concrete <br /> W shall be consider as included in the contract <br /> D Lump Sum price for Clearing and Grubbing. <br /> � D <br /> y 0 <br /> < TI <br /> a m <br /> Conform @ E.P. <br /> A D EP 12, -Standard Frame and Cover Assembly <br /> io m - Dio. or Sq. (Refer to SJCO Std. Dwg. CW-M1 <br /> 0 <br /> CL R R 4' 6" and CW-R36.) <br /> Existing Width Conform <br /> 84' <br /> ' <br /> 12' Min. P.C.C. <br /> TYPE E 3T-6" <br /> Variable depth Asphalt Concrete over existing paved driveway. <br /> R = Conform to Existing Radii. Undisturbed Existing Survey Monument <br /> basement soil to remain in place <br /> 0 <br /> X <br /> TYPICAL DRIVEWAY DETAILS SURVEY MONUMENT DETAIL <br /> M <br /> N <br /> m <br /> M <br /> MACKVILLE ROAD RESURFACING PROJECT Sheet No. <br /> COUNTY O SAN JOA UIN NO SCALE CONSTRUCTION DETAILS 7 of 8 <br /> • (COLLIER ROAD TO LIBERTY ROAD) <br /> DRAWN BY DATE gROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> G. Xiong 4/19/07 'V 07 �/� j e <br />
The URL can be used to link to this page
Your browser does not support the video tag.