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SU0008577
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SU0008577
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Last modified
5/7/2020 11:33:34 AM
Creation date
9/5/2019 11:09:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0008577
PE
2611
FACILITY_NAME
PA-1000267
STREET_NUMBER
18500
Direction
S
STREET_NAME
HENDERSON
STREET_TYPE
RD
City
TRACY
APN
20917003
ENTERED_DATE
1/7/2011 12:00:00 AM
SITE_LOCATION
18500 S HENDERSON RD
RECEIVED_DATE
1/7/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HENDERSON\18500\PA-1000267\SU0008577\APPL.PDF \MIGRATIONS\H\HENDERSON\18500\PA-1000267\SU0008577\CDD OK.PDF \MIGRATIONS\H\HENDERSON\18500\PA-1000267\SU0008577\EH COND.PDF \MIGRATIONS\H\HENDERSON\18500\PA-1000267\SU0008577\EH PERM.PDF
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EHD - Public
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TJKM response <br /> Change the LOS for freeways from€to D in the table on page 5-163. <br /> 4) Table 515-5: Trip Generation for Proposed Project(Neighborhoods K and L). Please explain <br /> how you arrived at the number of inbound and outbound trips? <br /> TJKM response <br /> On line 16 of page 5-174, add the following lines: <br /> "and the converse as outboundtrips. TJKM performed select zone analysis for the project <br /> zones. Based on the select zone the inbound and outbound trips were estimated for <br /> each of the project TAZs. The projected..." <br /> 5)Figure 515-1:Existing Lane Configurations and Peak Hour Volumes. The volumes indicated in <br /> intersections 18 and#9 are conflicting. These intersections are connected by a bridge. Please <br /> verify the volume through movement on the bridge and make corrections as needed. <br /> TJKM response <br /> TJKM has made changes to the Synchro rile to make sure that the volumes are balanced. <br /> However,there was no change in the LOS at both the intersections. TJKM updated the LOS <br /> tables and the figures. The LOS results are tabulated below and revised for Table 5.15-4: <br /> A.M. Peak Hour P.M. Peak Hour <br /> Intersection <br /> LOS Delay LOS Delay <br /> #8 A(A) 4.7(4.� A(A) 5.5(5.4) <br /> #9 A(A) 3.4(3.4) A(A) 6.1(6.3) <br /> A (A),Original (Revised) <br /> 6)Figure 5.15-2:Existing Plus Proposed Project Turning Movement Volumes. Please verify the <br /> Lane Configuration for intersection#9, specifically the left turn lane at this intersection, and make <br /> the necessary corrections. The volumes indicated in intersections 18 and 19 are conflicting. <br /> Please refer to comment 15 above and make corrections. <br /> TJKM response <br /> TJKM has made changes to the Synchro file to make sure that the volumes are balanced. <br /> However,there was no change in the LOS at both the intersections. The geometry has also <br /> been corrected to reflect the change. TJKM updated the LOS tables and the figures.The LOS <br /> results are tabulated below and revised for Table 5.15-6 as follows: <br /> 3 <br />
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