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SU0006613
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SU0006613
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Last modified
1/15/2020 11:27:59 AM
Creation date
9/4/2019 10:59:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0006613
PE
2627
FACILITY_NAME
PA-0700293
STREET_NUMBER
17495
Direction
S
STREET_NAME
CARROLTON
STREET_TYPE
RD
City
ESCALON
APN
20507020
ENTERED_DATE
7/5/2007 12:00:00 AM
SITE_LOCATION
17495 S CARROLTON RD
RECEIVED_DATE
7/3/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
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FilePath
\MIGRATIONS\C\CARROLTON\17495\SU0006613\IMP PLN.PDF
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EHD - Public
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d <br /> -6- <br /> traffic (study)report(ed) the peak hours (7:00am -9:00). What day? Sunday peak hour(I 1:00am <br /> to 1:00pm)traffic volume in the off season for recreation travel and farming. Services in that <br /> time start at 11:30 and over at 1:00. No extra traffic during that time from the church. What <br /> about the evening services?" <br /> RESPONSE TO APPEAL STATEMENT NO. 8 <br /> The Department of Public Works states: <br /> i <br /> As a major east-west route, SR 120 is a consistently busy highway; all east-west state <br /> highways are major routes to the foothills and various recreational locations. Caltrans <br /> reviewed the study and found no issue with the timing of the traffic counts. <br /> 1 Farming and harvesting equipment is rarely transported on SR 120 in a way that <br /> negatively impacts traffic during peak hours. In addition, SR 120 has 8 foot wide paved <br /> shoulders that allow slow moving traffic to mostly stay out of the through lanes. Neither <br /> church traffic on Sundays nor school traffic (off on summer vacation) has much overlap <br /> with summer seasonal traffic. Regarding peak hours, page 10 of the traffic study states, <br /> "data was limited to midweek a.m. peak hour and Sunday peak hour volumes." The <br /> Sunday peak hours of 11:00 a.m. to 1:00 p.m. were chosen after discussion with Church <br /> staff to properly capture the overlap between traffic leaving the site after the first service <br /> of the day and traffic arriving for the second. The mid-week a.m. peak hours of 7:00 a.m. <br /> to 9:00 a.m. were likewise chosen to properly capture the impact a private school would <br /> have on morning commute traffic during student drop-off. These are standard procedures <br /> for analyzing the traffic of any religious facility or private school, respectively, and have <br /> been done in this same manner for several other religious facilities and private schools in <br /> the County over the past few years. <br /> a <br />` Traffic Studies are designed to look at the largest impact a project's traffic will have on <br /> the public road system around it. Since evening services do no generally occur opposite <br /> of peak roadway traffic, and generally have less traffic than Sunday morning services, <br /> this was deemed to not have a greater impact than the times already being studied. <br /> APPEAL STATEMENT NO. 9 <br /> "Sight distance along Carrolton Road at the proposed project driveways was completed. The <br /> sight distance looking from each of the driveways in both north and south west. Direction <br /> appears to be in excess of about 600' of uninterrupted sight distance. Based on Caltrans Highway <br /> Design Manual standards this stopping sight distance(SSI) corresponds to a designs speed in <br /> excess of 60 mph. Carrolton is not a highway, it is a rural two lane road. The traffic report also <br /> does not take into account the numerous days we have fog limiting visibility of 100 feet or less. <br />
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