HomeMy WebLinkAboutAllentown Truck Reroute - Appendix B - Plans for Alternative Routes0+00
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9+0010+0011+0012+0012+18.21
BOP 0+00PC 0+29
.53PT 1+39.11PC 2+12.68PT 3+03.78PC 6+90.13PT 8+98.02EOP 12+18.21R=500.00'
R=200.00'
R=1000.00'
-10
0
10
20
30
40
50
60
70
80
0
10
20
30
40
50
60
70
80
0+0018.10+5020.220.231+0015.220.951+5013.419.652+0012.717.612+5011.715.713+0011.914.283+5012.013.324+0011.712.834+5011.512.675+0011.612.525+5011.912.376+0012.012.226+5011.812.077+0011.812.087+5012.112.348+0011.812.858+5016.213.619+0042.014.479+5052.815.3310+0052.816.1310+5025.516.7111+0017.317.0711+5018.017.1912+0017.117.1412+50
1.71%-0.13%-4.08%
-0.30%
VPI STA = 7+43.53
VPI EL = 11.79
VCL = 200.00'
K = 99.29
VPI STA = 3+10.72
VPI EL = 13.08
VCL = 200.00'
K = 52.87
VPI STA = 10+65.65
VPI EL = 17.31
VCL = 200.00'
K = 108.67
VPI STA = 0+92.35
VPI EL = 22.00
VCL = 100.00'
K = 12.18
VPI STA 0+36.08EL 19.68VPI STA 12+18.03EL 17.12ALLENTOWN TRUCK REROUTE EISALTERNATIVE 2
CONCEPTUAL DESIGN NOT FOR CONSTRUCTION
PLOTTED ON 10/11/2023
AIRPORT WAY S
ALTERNATIVE 2
PROPOSED ROADWAY EXHIBIT
TYPICAL ROADWAY SECTION
A-A
AIRPORT WAY S
SCALE: NTSS BOEING ACCESS RDAI
R
P
O
R
T
W
A
Y
S
PROPOSED ROADWAY PROFILE
AIRPORT WAY S
STA 00+00 TO STA 12+18.03
RELOCATED
ENTRY/EXIT FACILITY
APPROXIMATE LOCATION
℄
2.0%2.0%
NB LANE
12'
SHOULDER
5'
SB LANE
12'
SHOULDER
5'
NST 4:1 NST 4:1SOUND TRANSITLIGHT RAILSPAA POLICE
TRAINING AREA
PROPOSED SIGNALIZED
INTERSECTION
BNSF
PROPOSED GRADE
EXISTING GRADE
FULL DEPTH HMA
WHITE/YELLOW EDGE
LINE
LEGEND
MATCH EXISTING
MATCH EXISTING
S BOEING ACCESS ROAD AAAPPROXIMATE LOCATION
OF PROPOSED TUNNEL
ROADWAY BETWEEEN
EXISTING SOUND TRANSIT
LRT COLUMNS
RETAINING WALL
CONCEPTUAL DESIGN - NOT FOR CONSTRUCTION
21+86.9710+0015+0020+00BOP 10+00
EOP 21+86.97
PI 11+88.06
PC 12+63.99
PC 10+21.87
PT
2
0
+
6
6
.
9
4
PT 11+67.22
50+00
55+0
0
60+0
0 63+81.91
BOP 50+00
EOP 63+81.91PC 53+62.31PC 59+84.79PT 54+76.99PT 61+21.8310+0014+47.46BOP 10+00
PC 13+17.50
PT 14+11.62
EOP 14+47.46
80+0081+82.13BOP 80+00
EO
P
8
1
+
8
2
.
1
3
-10
0
10
20
30
40
50
60
70
-10
0
10
20
30
40
50
60
70
-4.01%
0.27%
6.00%
VPI STA = 57+27.59
VPI EL = 18.94
VCL = 120.00'
K = 20.93
VPI STA = 61+27.39
VPI EL = 42.93
VCL = 150.00'
K = 14.98
VPI STA 56+49.83EL 18.73VPI STA 63+81.91EL 32.7150+0018.350+5018.051+0018.251+5018.252+0018.252+5018.453+0018.253+5018.254+0018.154+5018.355+0018.655+5018.956+0018.856+5018.718.7357+0018.919.1257+5018.920.6258+0018.423.2858+5018.126.2859+0018.529.2859+5018.332.2860+0017.635.2860+5018.238.2861+0018.940.5361+5016.941.1062+005.340.0162+505.338.0163+005.336.0063+5013.833.9964+00
10
20
30
40
50
60
10
20
30
40
50
60
4.50%-3.64%
VPI STA = 11+54
VPI EL = 23.07
VCL = 100.00'
K = 24.25
VPI STA = 17+03.27
VPI EL = 23.68
VCL = 120.00'
K = 32.92
VPI STA = 14+07.06
VPI EL = 34.45
VCL = 100.00'
K = 12.30
VPI STA 11+03.64EL 22.88VPI STA 17+69.13EL 23.6910+0027.110+5024.011+0022.911+5022.123.4912+0022.325.1412+5022.827.3913+0022.229.6413+5022.231.8914+0022.333.3814+5022.332.8715+0022.431.0715+5022.929.2516+0022.927.4316+5023.125.6217+0023.424.2917+5023.723.7118+0023.918+5024.119+0024.719+5025.220+0025.620+5028.321+0025.721+5024.622+00
ALLENTOWN TRUCK REROUTE EISALTERNATIVE 3B
CONCEPTUAL DESIGN NOT FOR CONSTRUCTION
PLOTTED ON 10/19/23
48TH AVE S
ALTERNATIVE 3B
PROPOSED ROADWAY EXHIBITI5 NORTH48TH PL SINTERURBAN AVEPROPOSED ROAD
UNDER 129TH ST
FULL DEPTH HMA
WHITE/YELLOW EDGE
LINE
LEGEND
I5 SOUTHWA-59950TH PL SMARTIN LUTHER KING JR WAY SPROPOSED BRIDGE
PROPOSED SIGNALIZED
INTERSECTION
PROPOSED NEW ROADWAY
TWO 12' LANES, 5' SHOULDERS
RAILROAD AVE TO BE RAISED TO NEW
PROPOSED INTERSECTION GRADE
PROPOSED RELOCATION OF
CHECK-IN/CHECK-OUT LOCATION
OF INTERMODAL FACILITY
AA
GATEWAY DR
TYPICAL ROADWAY SECTION
A-A
48TH PL S
SCALE: NTS
℄
2.0%2.0%
NB LANE
12'
SHOULDER
5'
SB LANE
12'
SHOULDER
5'
NST 4:1 NST 4:115TH AVE SPROPOSED ROADWAY PROFILE
NEW ROADWAY
STA 00+00 TO STA 10+00.86
PROPOSED ROADWAY PROFILE
RAILROAD AVE
STA 10+00 TO STA 22+00.00
EXISTING GRADE
EXISTING GRADE PROPOSED GRADE
MATCH EXISTING
MATCH PROPOSED
ROADWAY GRADE
AT RAILROAD AVE
MATCH EXISTING
MATCH EXISTING RAILROAD AVEPROPOSED GRADE
GREEN RIVER TRAIL
CROSSING UNDER
PROPOSED STRUCTURE GREEN RIVERTRAILRETAINING WALL
RETAINING WALL
CONCEPTUAL DESIGN - NOT FOR CONSTRUCTION
F
F
F
F
F
0+005+00
10
+
0
0
15+001
6
+
6
6
.
5
3 BOP 0+00PC 3+55.45PT 7+37.98PC 11+61.43PT 15+37.01EOP 16+66.53
11
1
+
8
2
.
9
2
100+00
10
5
+
0
0
110+00
BOP 100+00EOP 111+82.92PC 106+76.31PT 101+31PRC 109+19.20R=134.00'
R=499.00'
R=499.00'
R=713.00'AABBDDC
C
DD210+02.85
20
0
+
0
0
20
5
+
0
0
21
0
+
0
0
326+16.01
300+00
305+00
310
+00315+00320+00325+0
0
R=800.00'
R=842.26'
R=1000.00'
403+50
400+00401+00402+00403+00C
C
C
10
20
30
40
50
60
70
80
90
100
110
120
130
140
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20
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40
50
60
70
80
90
100
110
120
130
140
0+0050.350.310+5049.048.991+0047.447.451+5046.246.152+0044.444.352+5042.642.613+0040.840.833+5039.439.434+0037.937.944+5036.336.335+0035.035.015+5033.433.426+0030.830.806+5029.629.577+0037.937.907+5049.349.298+0055.755.708+5064.664.609+0066.666.599+5078.077.9810+0086.286.2310+5094.794.6911+0099.799.7211+50110.2110.2212+00107.9107.8812+5092.692.5613+0052.052.0113+5036.436.4514+0035.335.3514+5041.541.5315+0045.545.4615+5046.346.2816+0043.143.1316+5022.122.1017+00
-3.00%
2.11%
1.66%1.66%1.62%
VPI STA = 7+00
VPI EL = 29.31
VCL = 200.00'
K = 39.14
VPI STA = 13+50
VPI EL = 43.02
VCL = 150.00'
K = 333.21
VPI STA 0+00EL 50.31VPI STA 14+65.43EL 44.94VPI STA 15+36.86EL 46.13VPI STA 15+89.23EL 46.98STA 11+61.43, EL 39.05
STA 6+88.09, EL 30.66
20
30
40
50
60
70
80
90
100
110
120
130
140
20
30
40
50
60
70
80
90
100
110
120
130
140
100+0047.247.24100+5054.954.86101+0065.565.49101+5072.472.35102+0081.881.80102+5093.493.42103+00102.2102.21103+50108.1108.13104+00113.2113.18104+50116.3116.28105+00112.9112.89105+50102.7102.73106+0086.586.48106+5068.468.43107+0054.854.82107+5052.152.05108+0046.746.74108+5045.145.09109+0043.543.49109+5037.537.54110+0037.037.04110+5036.536.46111+0035.435.41111+5033.933.93112+00
-2.25%2.00%
VPI STA = 106+80
VPI EL = 44.29
VCL = 200.00'
K = 47.02
VPI STA 100+00EL 30.66VPI STA 111+82.92EL 32.97i5 truck ramp tying into boeing access road
STA 104+24.13, EL 39.16 STA 109+50, EL 37.54
ALLENTOWN TRUCK REROUTE EISALTERNATIVE 4
CONCEPTUAL DESIGN NOT FOR CONSTRUCTION
PLOTTED ON 14/11/2023
℄
SHOULDER
6'
TRAVEL LANE
12'
SHOULDER
6'
TYPICAL ROADWAY SECTION (A & B-LINE)
A-A
SR900 TO I5 NB/SB
SCALE: NTS
S 129TH ST
ALTERNATIVE 4
PROPOSED ROADWAY EXHIBIT
I5 SOUTH
I5 NORTH
SR900 - MLK J
R
W
A
Y
S
S 129TH STRAILROA
D
A
V
E
50TH PL S
51ST PL S
S 124TH STS RYAN
W
A
Y
PROPOSED ROADWAY PROFILE (A-LINE)
SR900
I5 TRUCK RAMP TO I5
STA 00+00 TO STA 15+89.23
PROPOSED ROADWAY PROFILE (B-LINE)
SR900
I5 TRUCK RAMP TO BOEING ACCESS ROAD
STA 100+00 TO STA 111+82.92
BNSF
BNSF
EDGE OF SHOULDER
C-LINE
PROPOSED
SIGNALIZED
INTERSECTION
PROPOSED SIGNALIZED
INTERSECTION
PROPOSED SIGNALIZED
INTERSECTION
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
REPLACE EXISTING
TIMBER BRIDGE
BRIDGE WIDENING TO
ACCOMMODATE EXTRA
TRUCK LANE
MATCH POINT OF
STA 11+61.48 ON I5 TRUCK
RAMP TURN AROUND
MATCH POINT OF STA 104+24.18
ON I5 TRUCK RAMP TO BOEING
ACCESS ROAD
CONSTRUCT NEW
DRIVEWAY TO ACCESS
EXISTING PARKING LOT
2.0%
PROPOSED WALL
NST 4:1
D-LINE
E-LINE
B LINE
A LINE
POTENTIAL AREA
OF IMPACT
PROPOSED
WALL
2:1
EG
PROPOSED WALL
RELOCATED ENTRY EXIT
FACILITY APPROXIMATE
LOCATION
NOISE WALL
SR900 - MLK JR WAY SS BOEING ACCESS RDA LINE
FULL DEPTH HMA
GRIND AND OVERLAY
CONCRETE SIDEWALK
NOISE WALL
BRIDGE
CONSTRUCTION
WHITE/YELLOW EDGE
LINE
LEGEND
PROPOSED WALL
FILLF
POTENTIAL AREA
OF IMPACT
CUTC
MATCH EXISTING MATCH EXISTING
MATCH EXISTING
CONCEPTUAL DESIGN - NOT FOR CONSTRUCTION