Laserfiche WebLink
PM 5120 GP Aggregates Phase 2 Slurry Wall\Drawings\Plan Sheets\JT-Phase 2 Slurry Profile.dwg,Layout1,4/13/2016 2:33:04 PM <br /> N W A 0 � J � <br /> I Top Bedrock Existing 0 0 0 0 O 0 0 0 0 0 \ <br /> 0 3530.90 3598.81 m' <br /> 3529.90 68.91 x <br /> 0 Bot Keyway SW Depth EXISTING <br /> SLURRY <br /> WALL m z,o m <br /> Top Bedrock Existing X 07 <br /> + I N v <br /> 3530.80 3598471 N (11' C D. _ m <br /> $ 3529.80 68.91 Z o a m _ <br /> Bot Keyway SW Depth <br /> \\ll N <br /> r <br /> Top Bedrock Existing <br /> + 3530.82 598.81 r.. <br /> 0 3529.82 68.79 Z m \ <br /> Bot Keyway SW Depth I 0 <br /> Top Bedrock Existing S 0 <br /> 3530.85 3599.51 <br /> $ 3529.85 68.66 <br /> Bot Keyway SW Depth <br /> \Vl ZA <br /> N <br /> Top Bedrock Existing <br /> 3530.87 3598.41 <br /> + I <br /> 0 Z <br /> 3529.87 68.54 o <br /> Bot Keyway SW Depth <br /> N Top Bedroek 3598ng ' ' <br /> + 3530.89 3598.71 _ <br /> $ 3529.89 68.42 <br /> Bot Keyway SW Depth <br /> N Top Bedrock Existing <br /> + 3530.91 3598.21 <br /> 0 3529.91 68.30 <br /> Bot Keyway SW Depth <br /> w Top Bedrock Existing <br /> 0 <br /> + 3530.94 3598.13 <br /> $ 3529.94 68.20 n� \ <br /> Sot Keyway SW Depth I 0 <br /> z <br /> o� I� <br /> w Top Bedrock Existing m <br /> + 3530.96 3598.08 M <br /> 3529.96 68.10 ;a \ <br /> Sot Keyway SW Depth <br /> W O <br /> Top Bedrock Existing J ' <br /> + 3530.98 3597.98 w o <br /> 0 3529.98 68.00 0 <br /> 0 <br /> Bot Keyway SW Depth <br /> cn - <br /> o 'o <br /> A Top Bedroek Existing ' <br /> + 3530.98 3597.91 <br /> 0 3529.98 67.93 0 0 <br /> Bot Keyway SW Depth <br /> 00 'i <br /> No <br /> 0Top Bedrock Existing Oo <br /> O ' <br /> + 3530.86 3597.93 v <br /> $ 3529.86 67.97 0 - <br /> Sot Keyway SW Depth q ,m <br /> (n Top Bedrock Existing O Z <br /> + 3530.75 3597.76 ' <br /> 0 3529.75 68.01 \ <br /> Sot Keyway SW Depth \ , <br /> rn Top Bedroek Existing <br /> 1� <br /> + 3530.63 3597.68 <br /> 0 3529.63 68.05 o x_ , <br /> 0 <br /> Bot Keyway SW Depth \ O Z <br /> \y, oZ '+ <br /> �0 <br /> a, Top Bedroek Existing C A ,o <br /> + 3530.52 3597.61 <br /> 0 3529.52 68.09 55 C <br /> <Z <br /> Bot Keyway SW Depth I) \ o 'o <br /> J ID <br /> Tap Brock ed Existing � <br /> + 3530.40 3597.50 , <br /> $ 3529.40 68.10 <br /> Bot Keyway SW Depth <br /> \Vy + <br /> 'o <br /> Top Bedrock Existing ' <br /> + 3530.29 3597.36 _ <br /> 0 3529.29 68.07 <br /> Bot Keyway SW Depth <br /> Top Bedrock Existing <br /> + 3530.17 3597.23 <br /> 0 3529.17 68.05 I r w w i_ M - <br /> o Bot Keyway SW Depth I \ Ts+per -'66$'iS't--Ds+ram <br /> i <br /> I <br /> � Top Bedrock Existing <br /> + 3530.08 3597.09 I g_00 8+50 \ <br /> 3529.06 68.03 "t'J -sc 1 <br /> 2 <br /> O Bot Keyway SW Depth .D P2- \ <br /> r \ <br /> N � <br /> 1 ' <br /> � Top Bedrock Existing N <br /> + 3529.82 3597.06 <br /> $ 3528.82 68.24 , <br /> Sot Keyway SW Depth <br /> 0 Top Bedrock Existing 'N <br /> + 3529.37 3597.15 <br /> 0 3528.37 68.77 , <br /> Bot Keyway SW Depth <br /> Top Bedrock Existing <br /> 0 3528.94 3597.23 I ' Tm�11 <br /> 0 3527.94 69.29 <br /> Bot Keyway SW Depth 'L .csG) <br /> Top Bedrock Existing <br /> 0 3528.50 3597.32 C <br /> 0 3527.50 69.82 ' D <br /> Bot Keyway SW Depth; <br /> Top Bedrock Existingv <br /> 3528.08 3597.38 <br /> ' Z tL ■ ■ <br /> 0 3527.06 70.32 , m Z. <br /> o Bot Keyway SW Depth I \ <br /> Top Bedrock Existing N n uwi+ 3527.62 3597.42 o 0 0 0 0 0 yew <br /> Z <br /> 0 3526.62 70.80 w� <br /> Bot Keyway SW Depth <br /> Top Bedrock Existing \Yy <br /> N 3527.18 3597.46 <br /> a 3526.18 71.28 ' <br /> Bot Keyway SW Depth I <br /> Top Bedrock Existing. 'N <br /> r <br /> + 3526.74 3597.49 <br /> U 3525.74 71.75 Bot Keyway SW Depth w <br /> N ' <br /> I <br /> Top Bedro <br /> ck ExistingL4 <br /> w 3527.18 3597.52 c <br /> 0 3526.18 71.34 \ <br /> Bot Keyway SW Depth <br /> + To352 57ck 597Exi.V55 , N <br /> 0 3527.57 69.98 <br /> o Sot Keyway SW Depth 0 N N N Cwn N (A N rn <br /> $ o o 0 0 0 $ ISSUED FOR CONSTRUCTION <br /> p q g ww9nnrtrr REVISIONS <br /> a a m `,.�Q ��q,' No Date By Chk Description GP Aggregates, LLC Phase 2 Slurry Wall <br /> p;' , 4.13.16 WSS JCY JaQLT Consulting, Inc. <br /> nos <br /> 0A p£A= -- <br /> N =F rn - West Farm Pit Plan&Profile 305 Denver Avenue-Suite D <br /> 4 - 'a4� N�� ti�.� Fort Lupton,CO 80621 <br /> �� 857-6222 Fax:303-857-6224 <br /> L „tttljt 1111,1""1` Sta: 0t10 t013t50 <br /> Ph:303-1n ptconsuitlng.com <br /> 10 -`±<<ryiimo <br />