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SU0002224 SSNL
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UP-96-02
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SU0002224 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:07 AM
Creation date
9/6/2019 10:11:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002224
PE
2626
FACILITY_NAME
UP-96-02
STREET_NUMBER
13400
Direction
W
STREET_NAME
MIDDLE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21204002
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
13400 W MIDDLE RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MIDDLE\13400\UP-96-02\SU0002224\NL STDY.PDF
Tags
EHD - Public
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Year 2020 traffic conditions were forecasted for the study area based upon the City of Tracy's Traffic <br /> Model (as updated for the South Schulte/Tracy Hills Specific Plan) and traffic data presented in the <br /> Mountain House Community Environmental Impact Report. The year 2020 traffic projections indicate <br /> .. that all study intersections would continue to operate at acceptable peak hour levels of service with <br /> programmed cumulative lane geometrics and control. (In this report, signalization of the Grant Line <br /> Road/Latnmers Road intersection was assumed under cumulative conditions, based upon programmed <br /> cumulative roadway configurations and expected cumulative traffic demand levels. Since the project's <br /> impacts at this intersection are not significant, the project is not expected to share the cost of <br /> cumulative improvements at this intersection. However, based upon the project's contribution to peak <br /> hour traffic growth over existing conditions, a "fair-share" analysis indicates that the project's <br /> estimated share of cumulative improvement costs at the Grant Line Road/Lammers Road intersection is <br /> 1%.) The development of the proposed project would cause insignificant change in peak hour average <br /> vehicular delays at the study intersections under cumulative conditions, and the overall intersection <br /> peak hour levels of service are projected to continue to be acceptable. All study intersections are <br /> projected to operate at acceptable levels of service for weekday AM and PM peak hour periods, as well <br /> as the Sunday peak hour period of project's trip generation. The queue levels at the project's driveway <br /> intersections with Middle Road, are expected to be within acceptable levels for the project's Sunday <br /> peak hour of trip generation, with the recommended driveway lane configurations and storage lengths. <br /> .. The study area's roadway system has sufficient capacity to accommodate project-generated peak hour <br /> trips under cumulative conditions. No intersection or roadway improvements over the programmed <br /> cumulative roadway improvements are expected to be necessary. <br /> Tnniry Baptist awch Project Page 2 <br /> Traffic Shady <br />
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