#FIG 3.2
Portrait
Center
Inches
Letter  
100.00
Single
-2
1200 2
6 5100 975 9375 1200
4 0 0 50 0 0 18 0.0000 4 195 540 5100 1200 2004\001
4 0 0 50 0 0 18 0.0000 4 195 540 5700 1200 2005\001
4 0 0 50 0 0 18 0.0000 4 195 540 6375 1200 2006\001
4 0 0 50 0 0 18 0.0000 4 195 540 6975 1200 2007\001
4 0 0 50 0 0 18 0.0000 4 195 540 7575 1200 2008\001
4 0 0 50 0 0 18 0.0000 4 195 540 8175 1200 2009\001
4 0 0 50 0 0 18 0.0000 4 195 540 8775 1200 2010\001
-6
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 5400 2250 5700 2250
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 5400 1950 5700 1950
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 5550 2850 5850 2850
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 5400 2550 5700 2550
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 5850 4050 6450 4050
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 5550 3750 5850 3750
2 1 0 2 0 7 50 0 -1 0.000 0 0 -1 0 0 2
	 6450 4650 7650 4650
4 0 0 50 0 0 18 0.0000 4 195 2070 900 600 Civil Construction\001
4 0 0 50 0 0 18 0.0000 4 255 1170 900 1800 Approvals\001
4 0 0 50 0 0 18 0.0000 4 255 3150 1200 2100 Personnel protection system\001
4 0 0 50 0 0 18 0.0000 4 255 3060 1200 2400 Beam containment concept\001
4 0 0 50 0 0 18 0.0000 4 195 1020 6600 600 Timeline\001
4 0 0 50 0 0 18 0.0000 4 255 4185 1200 3000 Agreement for use of SURA property\001
4 0 0 50 0 0 18 0.0000 4 195 3495 1200 2700 Accelerator review of beamline\001
4 0 0 50 0 0 18 0.0000 4 255 3060 900 3600 Preparation of civil package\001
4 0 0 50 0 0 18 0.0000 4 255 2445 1200 3900 Finalize requirements\001
4 0 0 50 0 0 18 0.0000 4 255 1680 1200 4200 100% drawings\001
4 0 0 50 0 0 18 0.0000 4 195 1470 900 4800 Construction\001