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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
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EHD - Public
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..01 <br /> NUTIGATION MEASURES <br /> EXISTING AND EXISTING PLUS PROJECT CONDITIONS <br /> Intersections <br /> None of the study intersections currently warrant improvements under existing conditions. <br /> Under existing plus project conditions, all study intersections are expected to operate at acceptable <br /> weekday AM and PM peak hour levels of service and Sunday peak hour of project's trip generation. <br /> At the project's driveway intersections with Middle Road, the driveway approaches should be provided <br /> with stop-sign controls. At both of the project driveway intersections, the project driveway approach <br /> should be provided with sufficient right-of-way to accommodate two incoming and one receiving lane. <br /> A minimum driveway throat-depth of 50 feet is recommended for both project driveways. <br /> Roadways <br /> None of the study roadway segments warrant improvements under existing and existing plus project <br /> conditions. <br /> CUMULATIVE AND CUNT rULATrvE PLUS PROJECT CONDMONS <br /> Intersections <br /> None of the study intersections warrant improvements under cumulative base conditions (assuming that <br /> the cumulative improvements programmed in the Mountain House EIR are in place). <br /> Under cumulative conditions with the development of the project, all study intersections are expected to <br /> operate at acceptable weekday AM and PM peak hour levels of service and Sunday peak hour of <br /> project's trip generation. The recommended minimum driveway throat-depth of 50 feet is expected to <br /> provide sufficient queue storage capacity under cumulative plus project conditions. <br /> In this report, signalization of the Grant Line Road/Lammers Road intersection was assumed under <br /> _ cumulative conditions, based upon programmed cumulative roadway configurations and expected <br /> cumulative traffic demand levels. Since the project's impacts at this intersection are not significant, the <br /> project is not expected to share the cost of cumulative improvements at this intersection. However, <br /> based upon the project's contribution to peak hour traffic growth over existing conditions, a "fair- <br /> share" analysis indicates that the project's estimated share of cumulative improvement costs at the <br /> Grant Line Road/Lammers Road intersection is I%. <br /> Roadways <br /> None of the study roadway segments warrant improvements under cumulative base and cumulative plus <br /> project conditions (assuming that the cumulative improvements programmed in the Mountain House <br /> EIR are in place). <br /> Triaity Baptist Church Project Page 28 <br /> Traffic Study <br /> — <br />
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