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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_PS-1402001 thru PS-1402500_ - PS-1402133
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_PS-1402001 thru PS-1402500_ - PS-1402133
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Last modified
6/15/2021 4:26:51 PM
Creation date
12/31/2015 12:30:49 PM
Metadata
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Template:
Permits_Development
DocName
PS-1402133
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2014\PS-1402001 thru PS-1402500
Year2
2014
Supplemental fields
Applicant
AMANDA KAHN
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
W/S SEXTON RD .5 MI N/O E RIVER RD
Primary Parcel
Type (2)
PS-1402133
Tags
Permits_Development
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Description of Field Work <br /> Sexton Road Bridge Across South San Joaquin Irrigation District Canal <br /> Taber Job Number: 2013-0110 <br /> Purpose: <br /> Geotechnical Services <br /> Scope: <br /> Subsurface exploration to adequately define earth materials and foundation conditions for the <br /> proposed bridge structure will include a boring to 50-ft depth at one abutment,supplemented by an <br /> impact-driven (dynamic)cone penetration test and/or selectively sampled test boring at the other <br /> abutment(two 50-ft borings total). The boring locations are shown on the enclosed scaled drawing.The <br /> borings will be drilled with a truck-mounted drill rig using auger and/or mud-rotary drilling methods and <br /> will be 4 to 6-inches in diameter.Total length of lane closure will include the entire length of the existing <br /> Sexton Road Bridge and an additional 10ft to the north and south,approximately 60 feet total in the <br /> west(southbound) lane of Sexton Road.California MUTCD 2012 Edition Lane Closure on a Two-Lane <br /> Road with Low Traffic Volumes(TA-11)standard plans will be used for the lane closure.See attached <br /> plans. <br /> Soil samples will be recovered at 5±ft intervals using Standard Penetration Test(SPT) and larger <br /> diameter split-spoon samplers as necessary. The encountered earth materials will be field classified and <br /> the borings will be logged (including groundwater conditions) by an engineer/geologist. Surface and <br /> groundwater elevations will be noted,where encountered. The 50-ft deep borings will be backfilled <br /> with neat cement grout. Borings will be patched with concrete dyed black to match existing road grade. <br /> Drill cwttings will be disposed off-site. Work will be completed in one day. <br /> A San Joaquin County Environmental Health permit has been issued for this project, permit <br /> number SR0069774. <br />
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