Laserfiche WebLink
M99238GE <br />L_J <br />r1 <br />U <br />L J <br />TABLE OF CONTENTS <br />1.0 INTRODUCTION <br />1.1 Proposed Construction <br />1.2 Scope of Services <br />2.0 SITE CHARACTERISTICS <br />2.1 Site Location <br />2.2 Site Conditions <br />2.3 Subsurface Conditions <br />3.0 ON-SITE DEVELOPMENT CONSIDERATIONS <br />4.0 EMBANKMENT SLOPE STABILITY <br />4.1 Foundation Preparation <br />4.2 Foundation Drain <br />4.3 Seepage <br />4.4 Exterior Embankment Slope and Stability <br />4..5 Interior Embankment Slope and Stability <br />4.6 interior Excavation Cut Slopes <br />4.7 Embankment Crest Width <br />4.8 Earth Work <br />4.9 Borrow Material <br />5.0 POST DESIGN CONSIDERATIONS <br />5.1 Structural Fill Quality <br />6.0 LIMITATIONS <br />ASFE PUBLICATION <br />PROJECT VICINITY MAP <br />TEST BORING LOCATION SKETCH <br />CRITICAL FAILURE PLANE CURVES <br />CLEARING CONCEPT <br />EXTERIOR EMBANKMENT SLOPE CONFIGURATION <br />INTERIOR EMBANKMENT SLOPE CONFIGURATION <br />INTERIOR EXCAVATION CUT SLOPE CONCEPT <br />FIELD STUDY <br />KEY TO LOG OF TEST BORING <br />LOG OF TEST BORINGS <br />LABORATORY STUDY <br />MOISTURE CONTENT-DRY <br />TESTS <br />Page 1 <br />7 <br />8 <br />8 <br />9 <br />9 <br />10 <br />11 <br />Figure 1 <br />2 <br />Figures 3 - 7 <br />8 <br />CONCEPT 9 <br />CONCEPT 9 <br />10 <br />Appendix A <br />Figure Al <br />Figures A2 - AS <br />Appendix B <br />DENSITY RELATIONSHIP <br />Figure B1 <br />~Cam6ert ana ~,~,~orfates <br />LORSU~TiRG GEOTELM NIC~L EMGIR EERS •RD <br />u •TE RILL TESTING ~ <br />