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1901 MERRILL CREEK PKY 2018-01-01 MF Import
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MERRILL CREEK PKY
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1901
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1901 MERRILL CREEK PKY 2018-01-01 MF Import
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Last modified
11/15/2018 11:22:24 AM
Creation date
2/25/2017 9:39:03 PM
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Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
1901
Imported From Microfiche
Yes
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� CONTENTS <br /> r� <br /> � �� <br /> �—, INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 <br /> i SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 <br /> �y SITECONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 <br /> � GEOLOGY 2 <br /> _ , SUHFACE CONDITIONS 2 <br /> � SUBSURFACE CONDITIONS 3 <br /> Soil Conditions 3 <br /> .-_ Ground Water 3 <br /> 1 . • <br /> CONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 <br /> - GEOLOGICAL HAZARD CONSIDERATIONS 4 <br /> ' EROSION CONTROL MEASURES 6 <br /> ' EARTHWORK 7 <br /> r, Site Pfeperetion 7 <br /> ! Structural FIII 8 <br /> � SLOPE CONSIDERATIONS g <br /> ^ Temporeiy and Permenent Slopes 9 <br /> , Slope Setbacks 9 <br /> • Slope Stabilfry g <br /> SHALLOW FOUNDATIONS 10 <br /> SLAB-ON-GRADE SUPPORT 10 <br /> � • RETAINING SYSTEMS �� <br /> General �� <br /> �^ Des(gn Paremeters 11 <br /> �. , Rockeries �2 <br /> General 12 <br /> ;� Construction Guidelines 12 <br /> ; ; Crib Walls 13 <br /> Concrete Centilever Retaining Wetls 14 <br /> r` Structural Eerth Weils 14 <br /> ; Pnrmenent Shoring Wells 14 <br /> PAVEMENT RECOMMENDATIONS 14 <br /> ^� DRAINAGE CONSIDERATIONS 15 <br /> i , <br /> ADDITIONAL GEOTECHNICAL ENGINEERING SERVICES . . . . . . . . . . . . . . . . . . . . . . 16 <br /> � : CONSTRUCTION MONITORING SERVICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 <br /> - LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 <br /> ,I <br /> � <br /> �� G e o E n 6 i n e e r a I PileNo. 1f60-006�77-U30/tlli97 <br /> I <br />
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