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INSTALL_1987
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INSTALL_1987
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Entry Properties
Last modified
12/23/2019 2:55:08 PM
Creation date
11/7/2018 10:18:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1987
RECORD_ID
PR0231963
PE
2361
FACILITY_ID
FA0006445
FACILITY_NAME
PG&E: Stockton Service Center
STREET_NUMBER
4040
STREET_NAME
WEST
STREET_TYPE
Ln
City
Stockton
Zip
95204
APN
117-020-01
CURRENT_STATUS
01
SITE_LOCATION
4040 West Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\W\WEST\4040\PR0231963\1987 INSTALL .PDF
QuestysFileName
1987 INSTALL
QuestysRecordDate
8/2/2018 9:19:50 PM
QuestysRecordID
3953873
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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Specification No . : RGS0024-87 <br /> Part II - SPECIFIC CONDITIONS <br /> Section 10 - Earthwork <br /> 10 . 6 . 2 . 1 Earth excavation includes removal and disposal of <br /> pavements and other obstructions visible on ground <br /> surface , underground structures and utilities , <br /> material of any classification indicated in data on <br /> subsurface conditions , and other materials encountered <br /> that are not classified as rock excavation or <br /> unauthorized excavation. <br /> 10 . 6 . 2 . 2 Unauthorized excavation consists of removal of <br /> materials beyond indicated subgrade elevations or <br /> dimensions without specific direction of Project Soils <br /> Engineer . Unauthorized excavation , as well as <br /> remedial work directed by Soils Engineer , shall be at <br /> Contractor ' s expense . Under footings , foundation <br /> bases , or retaining walls , fill unauthorized <br /> excavation by extending indicated bottom elevation of <br /> footing or base to excavation bottom, without altering <br /> required top elevation . Lean concrete fill may be <br /> used to bring elevations to proper position , when <br /> acceptable to Soils Engineer . Elsewhere , backfill and <br /> compact unauthorized excavations as specified for <br /> authorized excavations of same classification , unless <br /> otherwise directed by Soils Engineer . <br /> 10 . 6 . 2 . 3 Additional Excavation : When excavation has reached <br /> required subgrade elevations , notify P . G . & E . and <br /> soils Engineer who will make an inspection of <br /> conditions . If unsuitable bearing materials are <br /> encountered at required subgrade elevations , carry <br /> excavations deeper and replace excavated material as <br /> directed by P . G . & E . Removal of unsuitable material <br /> and its replacement as directed will be paid on basis <br /> on contract conditions relative to changes in work. <br /> 10 . 6 . 2 . 4 Cat ability of Excavations :. Slope sides of excavations <br /> to comply with local codes and ordinances having <br /> jurisdiction . Shore and space where sloping is not <br /> possible because of space restrictions or stability of <br /> material excavated . Contractor to obtain any required <br /> CAL-OSHA permits for excavations . Maintain sides and <br /> slopes of excavations in safe condition until <br /> completion of backfilling . <br /> 10 . 6 . 2 . 5 Shoring and Bracing : Provide materials for shoring <br /> and bracing , such as sheet piling , uprights , <br /> stringers , and cross -braces in good serviceable <br /> X-3 <br />
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