My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
750
>
1600 - Food Program
>
PR0161533
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/20/2021 7:17:05 PM
Creation date
10/15/2021 3:39:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0161533
PE
1632
FACILITY_ID
FA0001342
FACILITY_NAME
MUSD-LINCOLN SCHOOL
STREET_NUMBER
750
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22118001
CURRENT_STATUS
01
SITE_LOCATION
750 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\jcastaneda
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2850
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).
View images
View plain text
ASPHALT CONCRETE PAVING <br />Section 02513 <br />15-1207 <br />B. Temperature of Hot Mix Asphalt: Not less than 275 degrees F nor more than 325 degrees <br />F when added to aggregate. <br />C. Temperature of Hot Mix Aggregate: Not less than 250 degrees F nor more than 325 <br />degrees F when asphalt is added. <br />D. Temperature of Hot Mix Asphalt Concrete: Asphalt shall be not less than 285 degrees at <br />time of application, nor more than 350 degrees. Asphalt not meeting the required <br />temperature shall not be used. <br />E. Temperature of Warm Mix Asphalt: Mixing and placement; Per the approved manufactures <br />heat range recommendations for mixing and placement. <br />PART 3 - EXECUTION <br />3.01 EXAMINATION OF CONDITIONS <br />A. Conditions of Work in Place: Subsurfaces which are to receive materials specified under <br />this Section shall be carefully examined before beginning work hereunder, and any defects <br />therein shall be reported, in writing, to the Architect. Work shall not be started until such <br />defects have been corrected. Starting of work shall imply acceptance of conditions as they <br />exist. <br />3.02 PREPARATION <br />A. Sub -Grade: Clean, shape and compact to hard surface free from elevations or depressions <br />exceeding 0.05' in 10' from true plane. Compact per Section 02200. Compaction and <br />moisture content shall be verified immediately prior to placement of asphalt. Proof roll <br />subgrade in presence of geotechnical engineer prior to placement of aggregate base. <br />3.03 INSTALLATION <br />A. Headers: <br />1. General: Install as edging to asphalt paving, except where adjoining existing <br />pavement, concrete curbs, walks or building. <br />2. Existing Headers: Remove existing headers where new paving will join existing. <br />Saw cut existing asphalt to provide clean edge. <br />3. Lines and Levels: Install true to line and grade. Cut off tops of stakes 2 -inches <br />below top of header so they will not be visible on completion of job. <br />B. Asphalt Paving: <br />Base Course: Install in accord with State Specifications, Section 26. Compact to <br />relative compaction of not less than 95%, ASTM D1557. The material shall be <br />deposited on the subgrade in such a manner as to provide a uniform section of <br />material within five percent tolerance of the predetermined required depth. <br />5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.