2003-10-14_REVISION - M1992069 ‎(3)‎

• Permit No: M1992069
• IBM Index Class Name: Revision
• Doc Date: 10/14/2003
• Doc Name: Design Report
• From: Applegate
• To: DMG
• Type & Sequence: TR5
• Media Type: D
• Archive: No

is
Version: Risiwa115.1 030 Prepared By: BURNETT CONSULTING
ENGINEERS, LTD.
Project Name: Noah Eagleview Drainage Channel Contact TOM BURNETT
Site: #3 to F St Phone: [phone]
4 4688.500 4683.504 4681.750 2146.655 2156.986
5 4688.500 4683.780 4682.750 2156.986 2157.986
6 4689.000 4684.081 4682.750 2157.986 2169.316
7 4689.500 4684.560 4682.750 2169.316 2177.648
8 4689.500 4684.836 4683.750 2177.648 2180.647
9 4690.000 4685.186 4683.750 2180.647 2191.978
10 4690.500 4685.608 4683.750 2191.978 2197.976
11 4690.500 4685.884 4684.750 2197.976 2203.308
12 4691.000 4686.291 4684.750 2203.308 2214.639
13 4691.500 4686.664 4684.750 2214.639 2218.638
14 4691.500 4686.940 4685.750 2218.638 2225.969
15 4692.000 4687.396 4685.750 2225.969 2237.300
16 4692.500 4687.712 4685.750 2237.300 2238.966
17 4692.500 4687.980 4686.750 2238.966 2248.297
18 4693.000 4688.484 4686.750 2248.297 2259.628
19 4693.500 4689.037 4687.750 2259.628 2270.958
20 4694.000 4689.532 4687.750 2270.958 2279.956
21 4694.000 4689.809 4688.750 2279.956 2282.289
22 4694.500 4690.142 4688.750 2282.289 2293.619
23 4695.000 4690.588 4688.750 2293.619 2300.618
24 4695.000 4690.864 4689.750 2300.618 2304.950
25 4695.500 4691.229 4689.750 2304.950 2317.280
26 4696.000 4691.622 4689.750 2317.280 2324.612
27 4696.000 4691.877 4690.750 2324.612 2331.277
28 4696.500 4692.247 4690.750 2331.277 2347.939
29 4697.000 4692.625 4690.750 2347.939 2358.270
30 4697.000 4692.877 4691.750 2358.270 2367.935
31 4697.500 4693.247 4691.750 2367.935 2387.596
32 4698.000 4693.625 4691.750 2387.596 2397.927
33 4698.000 4693.882 4692.750 2397.927 2407.925
Calculated Panel Geometry:
Average Total Panel
Panel Panel Panel Face Infill Base
Panel Embedment Height Width Area Volume Volume
[ft] (ft] [ft] [sq ft] [cu ft] [cu ft]
1 1.715 6.750 35.325 238.442 510.000 35.325
2 1.982 7.250 1.333 9.664 24.651 1.333
3 1.258 6.250 9.998 62.485 128.594 9.998
4 1.754 6.750 10.331 69.733 149.151 10.331
5 1.030 5.750 1.000 5.749 11.285 1.000
6 1.3 31 6.250 11.3 31 70.816 145.73 9 11.3 31
7 1.810 6.750 8.331 56.236 120.283 8.331
8 1.086 5.750 2.999 17.246 33.854 2.999
9 1.436 6.250 11.331 70.816 145.739 11.331
]0 1.858 6.750 5.999 40.490 86.604 5.999
11 1.134 5.750 5.332 30.659 60.185 5.332
12:55 pmm