My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2003_5
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2003_5
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:49:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_5
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2003_5.tif
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.
/
468
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
4.3 EARTHWORK <br /> A. Measurement: <br /> 1. Measurement for payment for the following items shall be by the cubic <br /> yard, calculated on the basis of dimensions shown on the Construction <br /> Drawings, or, if the Construction Drawing dimensions are modified by the <br /> OWNER, DESIGN ENGINEER or QA/QC CONSULTANT, on the basis <br /> of aerial topographic maps, preconstruction surveys, and as-built surveys. <br /> Measurement for excavation and general earthfill by the cubic yard (WMU <br /> FU-03, Desilting Basin, and WMU F-West Leachate Pond) is only for <br /> excavation or general earthfill provided in areas that are not otherwise <br /> included under other bid items, such as anchor trench excavation, <br /> termination berms and road berms. <br /> a. Excavation <br /> b. Coarse Gravel <br /> C. General Earthfill <br /> 2. Measurement for payment for the following items shall be by the square <br /> foot, calculated on the basis of dimensions shown on the Construction <br /> Drawings, or, if the Construction Drawing dimensions are modified by the <br /> OWNER, DESIGN ENGINEER or QA/QC CONSULTANT, on the basis <br /> of as-built surveys. Grading and Subgrade Preparation includes only those <br /> areas upon which geosynthetics are to be placed. Subgrade Fill includes <br /> only those areas that are underlain by the former Austin Road refuse and <br /> soil cover. Planar Areas refer to areas meaasured along the projected <br /> horizontal plane with no slope correction. True Areas refer to areas <br /> measured along the plane of installation and are corrected for slope. <br /> a. Grading and Subgrade Preparation (True Area) <br /> b. Clay Liner(Planar Area) <br /> C. Granular Drainage Material (Planar Area) <br /> d. Protective Operations Layer(True Area) <br /> e. Subgrade Fill (True Area) <br /> 3. Measurement for payment for the following items shall be by the linear <br /> foot, calculated on the basis of dimensions shown on the Construction <br /> Drawings, or, if the Construction Drawing dimensions are modified by the <br /> OWNER, DESIGN ENGINEER or QA/QC CONSULTANT, on the basis <br /> of as-built surveys. <br /> a. Anchor Trench Excavation and Anchor Berm <br /> b. Slope Anchor Trench Excavation and Slurry Cement <br /> Backfill <br /> C. Termination Berms <br /> d. Road Berm <br /> C. Bench Berm <br /> f. Perimeter Berm (including underlying Anchor Trench) <br /> g. Triangular Access Road Berm <br /> FORWARD LANDFILL 01200 <br /> 5 PRICE AND PAYMENT PROCEDURES <br />
The URL can be used to link to this page
Your browser does not support the video tag.