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�� � <br /> O� x <br /> G H <br /> E+H (A .. � � _ . . , .. <br /> I..�� � � _ � . � 1 .. 1. l J �� ! <br /> ,� � �� - �� t N 1'! 1 h1 <br /> H M -, ._ . - . . -. .. r n • <br /> �C C) <br /> H �1 <br /> �M � <br /> N �H� <br /> O� b 6eptembar 6, 1990 <br /> �� g • Project No. 9008-28G NOTES <br /> t�y � ��4�L$�. <br /> �HH <br /> �� y i. Contractoc to verify all dimensions, elevationa nnd eetbacke <br /> �� � in the field. Any variations are to ba immndlately brought to <br /> tte attention of tha Geotechnicel Enginesr. <br /> y� �' 2, Contractor is rasponsible for worker safety, ehoiinq and <br /> braclnq, and eroaion protection. <br /> �gDarid Ralnrorcea rill at1Q Ro�erv to�naat�on Soils <br /> 3. Foundation soil must bB examined by the Gootechnical Engineer <br /> to verify that the acCual Poundation soil ntrength meQts or <br /> exr,eeds the design strenqth. Overexcavation, xecompaction or <br /> replacQment with structurnl fill mey be required to maet <br /> design strengtha. <br /> 4. OVerexcavated area■ shall be filled with oompacted structural <br /> f111 material, acceptable to the Geotechnicnl Engineer. All <br /> � � dryudensityfiae defineQ by ASTM D 1 55�95 percant of maximum <br /> '�' r�e r <br /> � � 5. The geogrid �hall be Tenser UX1300 high density polyethylene <br /> � ' (tiDPE) uniaxiel grid androved�b B the GeotechnicalnRnqinaer1 <br /> � grid or equivalent, epp Y <br /> '-1 The contractor ahall check the geogrid upon delivery to aesure <br /> 1 ' that th0 proper materiel hes baen recei�;ed� <br /> 6. Tha geogrid soil refnLorcement shall be laid horizontally on <br /> �• manufactureres1recommenQationsea mho geogridamust betpuiled <br /> �� and enchored taut bePore fiil ie placed on the geoqrid, <br /> �� gQcke� <br /> �' 7. Rock sl�all be hard, eound and durablo, nnd be Preo lrom <br /> ��I eheil¢heveparminimum density of 16o pou ds p re cu6ic ioot ks <br /> ' g, Aockerias higher than 5 faat ahell be con�tr.ucted of roeke o! <br /> qraduated sizes irom 6-man to 2-man from bottom to top. <br /> Rockeries oP 5 feet or lower sflall be constructed o! 3-man to <br /> 2-man from bottom to top. <br /> 9 to@the wallmen��h�rockishall8b arlon two rockseinethectier <br /> thanWe inches in lany dliectlon pxists n� Aft4rVsettinq�each <br /> �-ouuun.uoi,�ii- ld•�d �IH �713I�'311IHd :.�:ST On� t'T d3S <br />