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HomeMy WebLinkAboutRS_Geotechnical_Report_3-14-19SITE Environmental Earth Sciences Terra Associates, Inc. Consultants in Geotechnical Engineering Geology and Figure 1 VICINITY MAP 0 2000 4000 APPROXIMATE SCALE IN FEET REFERENCE: http://www.wsdot.wa.gov/data/tools/geoportal/ ACCESSED 1/20/17 Proj.No. T-7563 Date: JAN 2017 RENTON, WASHINGTON E VALLEY ROAD INDUSTRIAL © 2017 Microsoft Corporation © 2010 NAVTEQ © AND B-1 B-2 B-3 B-4 B-5 B-6 REFERENCE: REFERENCE ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. DIMENSIONS ARE APPROXIMATE. IT IS INTENDED FOR NOTE: THIS SITE PLAN IS SCHEMATIC. ALL LOCATIONS AND LEGEND: 0 100 200 APPROXIMATE SCALE IN FEET APPROXIMATE BORING LOCATION SITE PLAN PROVIDED BY BING MAPS. Environmental Earth Sciences Terra Associates, Inc. Consultants in Geotechnical Engineering Geology and EXPLORATION LOCATION PLAN Figure 2Proj.No. T-7563 Date: JAN 2017 RENTON, WASHINGTON E VALLEY ROAD INDUSTRIAL NOT TO SCALE 1. NOTES: 2. 4. 3. 5. 7. 6. 8. 9. PLASTIC COUPLINGS. PLASTIC PROTECTIVE SLEEVE SHOULD EXTEND AT LEAST 1" ABOVE TOP OF FILL SURFACE. STEEL MARKER ROD SHOULD EXTEND AT LEAST 6" ABOVE TOP OF PLASTIC PROTECTIVE SLEEVE. ADDITIONAL SECTIONS OF PLASTIC PROTECTIVE SLEEVE CAN BE CONNECTED WITH PRESS-FIT ADDITIONAL SECTIONS OF STEEL ROD CAN BE CONNECTED WITH THREADED COUPLINGS. PLASTIC TUBING. SLEEVE IS NOT ATTACHED TO ROD OR BASE. PROTECTIVE SLEEVE SURROUNDING MARKER ROD SHOULD CONSIST OF 2" DIAMETER MARKER ROD IS ATTACHED TO BASE BY NUT AND WASHER ON EACH SIDE OF BASE. MARKER ROD IS 1/2" DIAMETER STEEL ROD THREADED AT BOTH ENDS. BEDDING MATERIAL, IF REQUIRED, SHOULD CONSIST OF CLEAN COARSE SAND. BASE CONSISTS OF 3/4" THICK, 2'x2' PLYWOOD WITH CENTER DRILLED 5/8" DIAMETER HOLE. SURCHARGE OR FILLOR FILL SURCHARGE PROTECTIVE SLEEVE STEEL ROD HEIGHT VARIES (SEE NOTES) Environmental Earth Sciences Terra Associates, Inc. Consultants in Geotechnical Engineering Geology and SETTLEMENT MARKER DETAIL Figure 3Proj.No. T-7563 Date: JAN 2017 RENTON, WASHINGTON E VALLEY ROAD INDUSTRIAL 12" COMPACTED STRUCTURAL FILL EXCAVATED SLOPE (SEE REPORT TEXT FOR APPROPRIATE INCLINATIONS) SLOPE TO DRAIN 12" MINIMUM 3/4" MINUS WASHED GRAVEL 3" BELOW PIPE 12" OVER PIPE 4" DIAMETER PERFORATED PVC PIPE SEE NOTE 6"(MIN.) NOT TO SCALE NOTE: MIRADRAIN G100N PREFABRICATED DRAINAGE PANELS OR SIMILAR PRODUCT CAN BE SUBSTITUTED FOR THE 12-INCH WIDE GRAVEL DRAIN BEHIND WALL. DRAINAGE PANELS SHOULD EXTEND A MINIMUM OF SIX INCHES INTO 12-INCH THICK DRAINAGE GRAVEL LAYER OVER PERFORATED DRAIN PIPE. Environmental Earth Sciences Terra Associates, Inc. Consultants in Geotechnical Engineering Geology and TYPICAL WALL DRAINAGE DETAIL Figure 4Proj.No. T-7563 Date: JAN 2017 RENTON, WASHINGTON E VALLEY ROAD INDUSTRIAL