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22 ATTACHMENT 02
City of Pleasanton
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22 ATTACHMENT 02
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8/19/2015 3:38:24 PM
Creation date
4/4/2014 1:01:58 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
4/15/2014
DESTRUCT DATE
15Y
DOCUMENT NO
22 ATTACHMENT 2
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Via E-Mail and Mail BERLOGAR <br /> July 2, 2012 STEVENS & <br /> Job No. 1806.101A <br /> ASSOCIATES <br /> Berlogar Vineyards Inc. <br /> P.O. Box 1000 <br /> Pleasanton, California 94566 <br /> Subject: Geotechnical Investigation <br /> Tract 7399 -Parcels 1 and 2 <br /> Silver Oaks Court <br /> Pleasanton, California <br /> Dear Mr. Berlogar: <br /> INTRODUCTION <br /> This report presents our geotechnical investigation for 2 proposed single-family residences on <br /> Parcels 1 and 2 of the Berlogar Vineyards in Pleasanton, California (see Plate 1, Vicinity Map). <br /> The Parcels are located at the end of Silver Oaks Court as shown on Plate 2, Site PIan and are <br /> proposed to be accessed via a private drive off Silver Oaks Court. <br /> PURPOSE AND SCOPE OF SERVICES <br /> The purpose:of this geotechnical investigation was to investigate the site soil, bedrock and <br /> groundwater conditions and to evaluate the feasibility of the planned development from a <br /> geotechnical engineering standpoint. Our scope of services included: <br /> 1. Review of published maps and literature pertinent to the site and vicinity. <br /> 2. Review of existing geotechnical and geologic reports pertaining to the site. <br /> 3. Excavating and logging exploratory test pits. <br /> 4. Geotechnical engineering and geologic analysis. <br /> 5. Providing grading recommendations <br /> 6. Preparing this report. <br /> SITE CONDITIONS <br /> SURFACE CONDITIONS <br /> Currently, the area is an undeveloped hillside. Parcel 1 is proposed to be graded to be a split pad <br /> at 460 and 470 feet MSL separated by a maximum 2H:1 V slope. A 2H:1 V slope is proposed to <br /> extend downhill to the north from the Pad at 460 feet MSL. The pad at 470 feet MSL is <br /> proposed to be bordered on the uphill side by a maximum 2H:1 V slope. The second pad is on <br /> Parcel 2 and is proposed to be at 515 feet MSL. <br /> SOIL ENGINEERS ENGINEERING GEOLOGISTS 5587 SUNOL BOULEVARD PLEASANTON,CA 94566 (925)484-0220 FAX: (925) 846-9645 <br />
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