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T85 <br />oAB17 <br />Railway <br />T30 T8J <br />I <br />T24 <br />T26 <br />T84 <br />IT62 <br />/T31TA <br />IT61 T25 T27 <br />T28 <br />T83 <br />T8�i <br />g�2 <br />T33 <br />' <br />9 9' <br />0 <br />T34 <br />$„5- <br />22, <br />3J7 <br />3 <br />3 5 0AB28 <br />Tj <br />2 <br />PROPOSE,6 <br />PAVING <br />SECTION <br />\ \ <br />T2,3 A68o <br />, <br />6” <br />T8 <br />' <br />3-4" <br />AB -SP1 C <br />\ <br />6" <br />T�6 <br />Dirt -Cover <br />oAD27 <br />T86 <br />535 <br />A69 0 9 <br />3 „ <br />12 <br />T10 <br />6" ABo263T5' <br />T2 <br />3-54" <br />0" <br />0"= <br />5j <br />AB -SP1 <br />B <br />AB15 <br />POWER PLANT <br />T91, <br />0'°511 <br />12 <br />3 <br />T 5 <br />T6 <br />33 <br />13,7 <br />0„ <br />,1. <br />PROPOS PAVING SECTION <br />T11 <br />4' <br />5„ <br />3„ <br />AB -SP1 <br />_ <br />PA <br />KING T�0 <br />12" <br />. <br />3,P <br />0 II <br />�2111 0,, <br />5 0 <br />TJ <br />0„ <br />T12 <br />T5 <br />5' <br />T4 <br />3, <br />Dirt <br />\ <br />A610 <br />2.5' <br />0„ <br />3„ <br />3851 <br />Ti 3 <br />j �4 <br />AB16 <br />0 <br />538 <br />T71 <br />5' <br />6 <br />0 <br />T39 <br />:. T4,5 A61 1 <br />3:,1 0„ o�AB20 o 0„ 4,5' <br />MURPHY PARKWAY ti b 0" 64 7n�, 0' <br />T66 °� <br />5' /T 8 I T59 <br />0»-J <br />IT73 0„ <br />8 0"T7 5» p5p,��AB21 <br />Ahmw 15$ T 0 T54 <br />- vnCTr rri 1 2dTS�^ O,T55� <br />1 0„ <br />T60, <br />T�2 <br />1 0" �0� <br />0„ 9:, <br />T44 AB-SP2A AB-SP26 <br />11" <br />T43 o o AB-S0P2C <br />0' 2.5' <br />1 "(<1 %) <br />I x.51 PROPOSED PA WHIG SECTION <br />0' � T47 PARKING <br />T4� 01' <br />011 <br />I T80 , <br />_ 3,5 1 T82 <br />T810 3,5' <br />T100 T101 T102 T103 T104 T105 T106 4;5, 0_ <br />0„ „ �„ T1 Q7 0 T108 T110 <br />0 0„ <br />-T15 5' 0;, <br />0 <br />AdvancedCaec <br />An Employee -Owned Company <br />� � M <br />. wv� . <br />NV <br />(800) 511-9300 www.advancedgeo.biz <br />T57 <br />T,�6 7;p011 <br />— <br />T42 T41 <br />PROPOSED BUILDING FOOTPRINT <br />PROPOSED PA WNG SECTION <br />APN 198-120-09 <br />LEGEND <br />SOIL TRENCHING <br />DESIGNATION <br />T1 I (NOT TO SCALE) <br />SOIL TRENCHING <br />TRENCTi H DEPTH DESIGNATION <br />WASTE THICKNESS I (REPORTED WASTE) <br />AB1 o SOIL BORING <br />HISTORICAL SITE PLAN: TRENCH LOCATIONS AND DIMENSIONS <br />FORMER PILKINGTON NORTH AMERICA - LATHROP FACILITY <br />500 EAST LOUISE AVENUE <br />LATHROP, CALIFORNIA <br />ESTIMATE <br />PROPERTY BOUNDARY <br />ESTIMATE <br />PARCELBOUNDARY <br />DEEP SOIL EXCAVATION <br />BOUNDARY OF WASTE AREA <br />(NOT TO EXACT SCALE) <br />ESTIMATE GLASS HANDLING AREA <br />WITH COVER BOUNDARY <br />ESTIMATE BUILDING FOUNDATION <br />WITH COVER BOUNDARY <br />DATE: MAY 2023 <br />FILE: SITE PLAN <br />DRAWN BY: BWM <br />PROJECT NO. 14-3154 <br />FIGURE: 3 <br />