Design Manual Metric 2009 Part 2 pot

... morepublic, hearings. 21 0.01 General 21 0. 02 References 21 0.03 Definitions 21 0.04 Public Involvement 21 0.05 Hearings 21 0.06 Environmental Hearing 21 0.07 Corridor Hearing 21 0.08 Design Hearing 21 0.09 Access ... The Corp issues the permit when all objectionsare resolved. 24 0 -2 Design Manual September 1990Planning Design Manual Page 120 -10 May 20 00incorporate TDM activities. Regional and localTDM activities ... ad 21 0.05(3) for corridor and design hearingsHearing 21 0.05(5)(f) Hearing 21 0.05(5)(f)Access Hearing Transcript 21 0.09(10) Address commentsFinal Access Hearing Plan 21 0.09(11) Summary 21 0.05(6)...

... 1989 22 0.01 General 22 0. 02 Definitions 22 0.03 Project Classification 22 0.04 Class I, EIS 22 0.05 Class II, CE 22 0.06 Class III, EA/Checklist 22 0.07 Project Reevaluation 22 0.08 Project Reviews 24 0 ... 20 011 020 -17 Refuge Area 1 020 -22 May 20 011 020 -18 At-Grade Railroad Crossings 1 020 -23 May 20 011 020 -19 Stopping Sight Distance 1 020 -24 May 20 011 020 -20 Sight Distance for Crest Vertical Curves 1 020 -25 ... Curves 1 020 -25 May 20 011 020 -21 Lateral Clearance on Horizontal Curves 1 020 -26 May 20 011 020 -22 Typical Bicycle/Auto Movements at Intersectionsof Multilane Streets 1 020 -27 May 20 011 020 -23 a Bicycle...

... 13.8 2 3.1 12. 2 10 3.1 6.9 16.9 16.93 2. 7 18.3 10 2. 7 9.6 19.6 18 .2 4 2. 4 24 .4 10 2. 4 12. 0 22 .0 19.35 2. 2 30.5 10 2. 2 14 .2 24 .2 20.16 2. 1 36.6 10 2. 1 16.3 26 .3 20 .97 2. 1 42. 7 10 2. 1 18.4 28 .4 ... 2. 1 18.4 28 .4 21 .68 2. 1 48.8 10 2. 1 20 .5 30.5 22 .49 2. 1 54.9 10 2. 1 22 .6 32. 6 23 .110 2. 1 61.0 10 2. 1 24 .7 34.7 23 .911 2. 1 67.1 10 2. 1 26 .8 36.8 24 .6 12 2.1 73 .2 10 2. 1 28 .9 38.9 25 .4A = Number ... 16.05 53 81 21 21 .23 92 1 42 27 27 .00 149 22 935 35.41 25 6 39441 41 .25 347 53553 52. 91 5 72 87963 63 .22 816 125 678 78.49 125 8 193591 90.68 1679 25 83103 1 02. 87 21 61 3 324 Conduit Sizing TableMaximum...

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... UrbanF (2) F (2) F (2) F (2) F F (2) F (2) F (2) F (2) F (2) F F F F (2) F (2) F F (11) F (2) F (2) F F F F(3-8) RuralF (2) F (2) F (2) F (2) F F (2) F (2) F (2) F (2) F (2) F F F F (2) F (2) F ... F (2) F F F F (2) F (2) F F (11) F (2) F (2) F F F F(3-9) HOVF (2) F (2) F (2) F (2) F F (2) F (2) F (2) F (2) F (2) F F F F (2) F (2) F F (11) F (2) F (2) F F F F(3-10) Bike/Ped. Connectivity ... Terminal 0.00 0.00 1.14 1.14SR 520 I-5 to SR 20 2 0.00 0.00 12. 83 12. 82 SR 522 I-5 to SR 2 0.00 0.00 24 .68 24 .68SR 524 Lynnwood Park and Ride to I-5 4.64 4.76 5 .20 5. 32 SR 524 Spur Cedar Way Spur -...

... 3 624 3 1680 1786 1893 20 02 21 12 222 4 23 38 24 53 25 69 26 88 2. 4 4 20 48 21 65 22 84 24 04 25 26 26 50 27 75 29 02 3031 31 62 1 21 38 22 63 23 91 25 21 26 53 27 87 29 23 3061 320 2 33444 2 2677 28 21 29 68 3117 326 9 ... 1705 18 02 1901 20 00 21 01 22 02 2305 24 09 25 134 1906 20 09 21 13 22 18 23 24 24 31 25 39 26 49 27 59 28 711 20 12 2 125 22 39 23 56 24 74 25 93 27 14 28 37 29 61 30873 2 2435 25 60 26 87 28 15 29 46 3078 321 2 3347 ... 21 51 22 84 24 21 25 61 27 04 28 514 21 83 23 34 24 88 26 48 28 11 29 78 3150 3 326 3507 36911 1891 19 92 2094 21 98 23 02 2408 25 14 26 22 2730 28 40 2 2 22 19 23 28 24 37 25 47 26 59 27 71 28 85 29 99 3115 323 23 1608...

... 4645 4785 2 2 4119 425 9 4401 4543 4687 4831 4977 5 124 527 2 5 421 3 3094 322 0 3346 3473 36 02 3731 38 62 3993 4 126 425 94 3598 3731 3866 40 02 4139 427 7 4416 4556 4698 48401 3 828 3977 4 127 427 9 4433 ... 4903 50 62 522 43 2 45 62 4 726 4893 5061 523 0 54 02 5575 5750 5 927 61053 326 6 3405 3546 3688 38 32 3978 4 125 427 4 4 424 45763.0 4 3908 40 62 421 8 4376 4535 4696 4859 5 023 5190 53581 4103 427 0 4439 ... 67 32 1 5304 5530 5758 5990 622 5 6464 6706 6951 720 0 74 52 6 2 720 6 7489 7776 8068 8364 8664 8968 927 6 9589 99063 421 1 44 12 4616 4 824 5034 524 9 5466 5688 59 12 61404 5 721 5974 623 1 64 92 6757 7 026 ...

... LBLTLBLTLBLTLBLTLBLTLBLTLBLTLBLT 21 220 1 325 1435153516401745185 020 5031 520 1 625 1735193 520 4 022 4 523 5 024 5041 820 2 025 213 522 3 524 4 026 4 527 5 029 50 521 2 123 2 524 3 526 3 528 403045 325 03450 624 2 426 2 627 353035 324 0344536503950 727 2 729 2931353335364038454150445083030 323 234353737404043454550485093333363638384141444447475050535310 ... 505 920 10 25 11 35 11 35 12 40 13 45 14 50 15 506 122 01 325 1435153516401745185 020 5071 520 1 625 1735193 520 4 022 4 523 5 024 5081 820 2 025 213 522 3 524 4 026 4 527 5 029 50 921 2 123 2 524 3 526 3 528 403045 325 0345010 24 24 26 ... LBLTLBLTLBLTLBLTLBLTLBLTLBLTLBLT3 620 725 735 8 35 8 40 9 45 9 50 10 504 122 01 325 1435153516401745185 020 5051 820 2 025 213 522 3 524 4 026 4 527 5 029 50 624 2 426 2 627 353035 324 034453650395073030 323 23435373740404345455048508363639394141444448485151545458589 424 245454848 525 2565660606363686810...

... and Turnout Design Figure 700-6Roadside Safety Design Manual Page 700-14 Metric Version August 1997Traffic Barriers Design Manual Page 710 -22 May 20 00FLEATFlared TerminalET 20 00-PLUS and ... Systems Design Manual Page 720 -2 June 1999Impact Attenuator Systems — Older SystemsFigure 720 -4aImpact Attenuator Systems Design Manual Page 720 -10 June 1999Traffic Barriers Design Manual Page ... 1 020 , “Bicycle Facilities,” and1 025 , “Pedestrian Design Considerations.”Roadside Safety Design Manual Page 700 -2 Metric Version May 20 01Impact Attenuator Systems — Older SystemsFigure 720 -4bDesign...

... 3 .21 A to B # 8 7 @ 2 amps 14 38 0.0 026 5 2. 82 6.03B to G # 8 5 @ 2 amps 10 45 0.0 026 5 2. 39 8. 42 G to H # 8 1 @ 2 amps 2 41 0.0 026 5 0.43 8.85H to 4 # 10 1 @ 2 amps 2 19 0.00 423 0. 32 9.179.17 total ... 8 @ 2 amps 16 60 0.00167 3 .21 3 .21 A to B # 8 7 @ 2 amps 14 38 0.0 026 5 2. 82 6.03B to C # 8 4 @ 2 amps 8 38 0.0 026 5 1.61 7.64C to D # 8 4 @ 2 amps 8 38 0.0 026 5 1.61 9 .25 D to E # 8 3 @ 2 amps ... 0.01070 # 12 17 20 0.00673 # 10 22 30 0.00 423 # 8 36 50 0.0 026 5 0.00 420 # 6 47 65 0.00167 0.0 026 5# 4 63 85 0.00105 0.00167# 2 86 115 0.00066 # 1 123 130 0.000 52 # 1/0 143 150 0.000 42 #2/ 0 169...