Laserfiche WebLink
_ , � <br /> � <br /> ' � ; <br /> Y' ► ; <br /> r <br /> t <br /> ���� :..:�,.., ; <br /> a � � <br /> ��� , ��, . ` ; <br /> � �` <br /> ��� ' �• <br /> ��� ` Geo�Rn,�ineeis <br /> � O M � � 1. Exploring subsurface soil and ground water conditions by <br /> Q�� � excav�eing a series of backhoe test pits across t.he siCe. <br /> HQ _ � 2. Evaluating pertinent physical anc: engi.neering characteristics of <br /> sH[d <br /> t" H y � Id the foundation soils based on lahoratory [ests performed on <br /> �w� samples obtained from the test pits. , . I <br /> ��a�" r � 3. Providing earthwork criteria and site preparation recommenda- <br /> y�n tions for the building and the paved areas. This includes i <br /> 6�A <br /> -- �t evaluation of the effects of weather and/or construction <br /> �� <br /> equipment oii dite soils. <br /> �'� 4. Developing foundation design ��commendatiens inclufling allowable <br /> � �� soil bearing pressures and settlement estimates for spread <br /> � footings for the planned construction. <br /> �S 5, Providin� recommendations for a s1aL—on—grade. <br /> � 6. Providing recommendatinns fnr surface and subsurface drainage <br /> systems for the general development and huilding based on ground <br /> water conditions encountered or expected. <br /> ��, t� 7. Providing recommendations for the roadway and parking pavement <br /> ���+ C� <br /> i + sub�rade. <br /> . ' t e � g, Providing lateral eartli pressure design parameters including - I <br /> 1 ��' active pressures for subs�-face or basement walls, passive earth <br /> �.� pressures on footings and the coefficient of base friction j <br /> �S against sliding. I <br /> �� ��' ��C�=� � SITE CONDITIONS � � ; <br /> . ' � SURFACE CONDITIONS ! <br /> � � � The highest point on the site is a knoll at about Elevation 598 at ' <br /> ��� �1�1 the south end of the property. The soutli side of ehis knoll is a rela— <br /> � tively steep slope toward the sidewalk of Merrill Creek Parkway. To the I <br /> 1 � <br /> {�. �� � nortlt of the knoll, the site slopes relatively gently to the north and � , <br /> _� , i <br /> � norcliwest. Maximum topographic reliel within the proposed Pliase 1 , <br /> � � s � <br /> � Uuilding area is approximately !4 feet; within the Phase 1 and 2 building <br /> �� fooCprint the relief is approximately 18 feet. The east margin oL the <br /> - - � site slopes down to a creek with a relatively uniform gradienr. o[ 3H:1V , <br /> 2 <br /> Htl <br /> � - <br /> i �, . . . .. .. . . . . _ , ,-,g •'�� . <br /> . ��ps,��''�r�}~'��'���i k 'uf:�.;_".. . ��.}a ,: u . . <br /> ' �; 9_.'.. .k.F . <br /> i <br />