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SU0013454
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SU0013454
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Last modified
8/7/2020 2:20:12 PM
Creation date
7/1/2020 12:38:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013454
PE
2635
FACILITY_NAME
PA-2000089
STREET_NUMBER
4725
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206-
APN
17726034
ENTERED_DATE
6/29/2020 12:00:00 AM
SITE_LOCATION
4725 S B ST
RECEIVED_DATE
6/26/2020 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
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EHD - Public
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KLE/NFELOER <br /> \\ J/Bright People.RIghY So7etFons. <br /> V <br /> calculated pavement section. However, the soils beneath the planned cement or lime-treatment <br /> section should be at above optimum moisture content prior to lime treating. <br /> Table 5-5 <br /> Asphalt Concrete Pavement Sections —Lime Treated Subgrade <br /> Asphalt Concrete Class 2 Aggregate Base <br /> Traffic Index inches inches Lime-Treated Soil (inches) <br /> 5 3'/2 4 12 (minimum) <br /> 6 3'/2 4 14 <br /> 7 4 4 15 <br /> 8 5 4 17 <br /> 9 5'/Z 5'/2 18 (maximum) <br /> The pavement sections provided above are contingent on the following recommendations being <br /> implemented during and following construction. <br /> • All trench backfills, including utility and sprinkler lines, should be properly placed and <br /> adequately compacted at above optimum moisture content to provide a stable subgrade. <br /> All backfill within the streets should be completed prior to cement/lime treating the street <br /> subgrade. <br /> • Lime-treated subgrade should be kept moist by periodic watering until aggregate base is <br /> placed if it will be placed within three days. If aggregate base will not be placed within <br /> three days, a sealing compound should be placed on the lime-treated subgrade. <br /> • Aggregate base material should conform to the specifications stated in Section 26 of the <br /> Caltrans Standard Specifications and be compacted as engineered fill to at least 95 <br /> percent relative compaction. <br /> • Asphalt paving materials and placement methods should conform to Section 39 of the <br /> Caltrans Standard Specifications, latest edition. <br /> • Adequate drainage (both surface and subsurface) should be provided such that the <br /> subgrade soils and aggregate base materials are not allowed to become wet. Pavement <br /> sections should be isolated from intrusion of water at all locations where pavements are <br /> adjacent to irrigated landscaping or areas that may pond water. For long-term <br /> performance, pavement edge drains should be placed to collect water and to convey it to <br /> a storm drain or other drainage facility. As an alternative, but one that tends to be less <br /> 20210067.001A/ST020R111447 Page 28 of 37 May 11, 2020 <br /> ©2020 Kleinfelder www.kleinfelder.com <br />
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