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SU0009415
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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18621
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2600 - Land Use Program
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PA-1200221
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SU0009415
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Last modified
11/19/2024 1:59:03 PM
Creation date
9/8/2019 12:53:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0009415
PE
2631
FACILITY_NAME
PA-1200221
STREET_NUMBER
18621
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
APN
01322035
ENTERED_DATE
11/13/2012 12:00:00 AM
SITE_LOCATION
18621 N HWY 99
RECEIVED_DATE
11/13/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\18621\PA-1200221\SU0009415\APPL.PDF \MIGRATIONS\N\HWY 99\18621\PA-1200221\SU0009415\CDD OK.PDF \MIGRATIONS\N\HWY 99\18621\PA-1200221\SU0009415\EH COND.PDF \MIGRATIONS\N\HWY 99\18621\PA-1200221\SU0009415\EH PERM.PDF
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EHD - Public
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Mo Hatef -2- <br /> Community Development Department <br /> PA-1200221 (SA) <br /> Memorandum"are available at the Department of Public Works. <br /> Upon satisfaction of the above requirements,the following Conditions of Approval shall apply. Additional and/or <br /> revised Conditions of Approval may be necessary based upon the completed application. <br /> RECOMMENDATIONS: <br /> 1. The Traffic Impact Mitigation Fee shall be required for this development. The fee is due and payable at the <br /> time of building permit application. The fee shall be automatically adjusted July 1 of each year by the <br /> Engineering Construction Cost Index as published by the Engineering News Record.(Resolution R-00-433) <br /> 2. The Regional Transportation Impact Fee shall be required for this development. The fee is due and payable at <br /> the time of building permit application.The fee will be based on the current schedule at the time of payment. <br /> (Resolution R-06-38) <br /> 3. A copy of the Final Site Plan shall be submitted prior to release of building permit. <br /> a) The Site Plan shall show internal flow traffic circulation for drop-off and pick-up of students and <br /> stacking areas such that vehicles will not back up into the public right-of-way. <br /> b) The Site Plan shall show designated areas for short-term parking as well as bussing zones. <br /> c) All appropriate school zone signage outside school grounds shall be included on the Site Plan. <br /> d) Flood zones shall be delineated on the site plan which shall be wet-stamped by a registered civil <br /> engineer or land surveyor. <br /> 4. Verification shall be obtained from the Solid Waste Division(468-3066)that this development has met the <br /> requirements of the Waste Plan Format for Development Projects. Final Site Plan is required upon submittal <br /> of verification. <br /> 5. The developer shall provide drainage facilities and meet the requirements of San Joaquin County Development <br /> Standards to prevent the increased runoff release rate of storm water from discharging onto other properties <br /> and to prevent offsite sediment transport. Retention basins shall be fenced with six(6)foot high chain link <br /> fence or equal when the maximum design depth is 18 inches or more. Required retention basin capacity shall <br /> be calculated and submitted along with a drainage plan for review and approval,prior to release of building <br /> permit.(Development Title Section 9-1135) <br /> 6. The construction phase of the proposed project shall follow best management practices as may be appropriate <br /> to minimize the discharge and transport of pollutants per Title 5-Division 10(Storm Water Management and <br /> Discharge Control)of the Ordinance Code of San Joaquin County. <br /> 7. The Department of Public Works reserves the right to require a traffic study to determine the impacts and <br /> mitigation of the proposed project. The applicant shall deposit funds with the County for all costs,as <br /> estimated by the Department of Public Works Transportation Engineering Division prior to the Department <br /> preparing or contracting for the required study. (Development Title Section 9-1150.4) <br />
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