46
STATE F.H.W.A. REGION ARIZ. PROJECT NO. SHEET NO. TOTAL SHEETS 9 ARIZONA DEPARTMENT OF TRANSPORTATION SHEET DESIGN DRAWN DATE CHECKED NAME TRACS NO. LOCATION ROUTE REVI SI ONS- SURVEY NO. FI NI SHED PLANS- LOCATI ON- DATE- REVI SI ONS- SURVEY NO. FI NI SHED PLANS- LOCATI ON- DATE- RECORD DRAWING INFRASTUCTURE DELIVERY & OPERATIONS DIVISION ROADWAY DESIGN SERVICES NOT FOR CONSTRUCTION OR RECORDING PRELIMINARY 10-17 H7825 01L 010-E(210)S 010-E(210)S P:\W7X89402 I-10 DCR-EA\700 PROJTEC\710CIVIL\702ADGN\H7825v001.dgn 3/18/2019 10-17 12-17 PNB MKO/JBC SR/JLM 010 PM 260 SR 210 - GOLF LINKS ROAD TO I-10 I-10 - JCT. I-19 TO KOLB ROAD APPENDIX F 46 OF OF OF \ 10th Ave at Existing I-10 EB \ Existing Groundline \ 10th Ave at Existing I-10 WB \ Existing Groundline 315 2410 2420 2430 2440 2450 2460 2470 2480 320 325 330 335 340 2410 2420 2430 2440 2450 2460 2470 2480 2400 2420 2430 2440 2450 2460 2470 2480 2410 2420 2430 2440 2450 2460 2470 2410 2390 I-10 STA 312+00 TO 341+00 I-10 SYSTEM ALT I PROFILE SHEET PR-01 1
NO. ARIZ. DA
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I-10-SR210 Initial Design Concept Report Appendix
FCONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
I-10 SYSTEM ALT I
4 1 . 7 1 =
3 0 . 3 8
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
800' VC
SDh=2308'
+ 1 5
P I
M a tc
E le
1.923 8%
New Bridge
Existing Groundline
Existing Groundline
Profile Grade
0.8000%
P I
450 455
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
SDh=5712'
800' VC
+ 5 0
4 7 4 +
1.600 0%
Existing Groundline
Profile Grade
SDs=857'
800' VC
+ 5 0
P I
SDh=3454'
800' VC
+ 5 0
800' VC
SDs=2558'
+ 5 0
+ 5 0
+ 5 0
+ 5 0
1.937 5%
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 7 6
0.6000%
1.2852 %
0.9503%
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
800' VC
Existing Groundline
Profile Grade
+ 0 0
+ 0 0
P I
+ 0 0
2.4 500
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
+ 0 0
+ 0 0
P I
+ 0 0
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
+ 0 0
P I
+ 0 0
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
800' VC
+ 0 0
+ 0 0
P I
2.5 000
760 765755750 770 775
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
Existing Groundline
Profile Grade
+ 0 0
+ 0 0
2.00 00%
800' VC
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
800' VC
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
E le
930925 935 940 945
I-10 SYSTEM ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 2 0
+ 0 0
P I
+ 0 0
3.0 000
P I
P I
E le
Channel
Drainage
Rd
Verde
Palo
2500
2510
2520
2530
2540
2550
2560
2570
2580
SR 210 SYSTEM ALT I
PROFILE SHEET
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
+ 5 0
P I
1.700 0%
800' VC
SDh=2443'
SDs=820'
800' VC
+ 5 0
2560
2570
2580
2590
2600
2610
2620
2630
2640
SR 210 SYSTEM ALT I
PROFILE SHEET
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
Profile Grade
+ 0 0
+ 0 0
P I
+ 0 0
+ 0 0
Existing Groundline
Profile Grade
E le
490 495 500 505
SR 210 SYSTEM ALT I
PROFILE SHEET
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
+ 1 5
P I
5 5 +
+ 6 5
+ 7 1
P I
5 8 +
+ 2 1
+ 7 5
P I
6 1 +
+ 2 5
+ 5 0
P I
6 3
E le
M a tc
E le
P I
9 9 +
+ 0 0
P I
+ 0 0
P I
+ 0 0
+ 5 0
P I
+ 5 0
P I
+ 5 0
P I
I-10
+ 2 0
P I
0.4000%
-3.8206%
E le
+ 7 5
P I
1 5 +
+ 2 5
P I
1 6 +
+ 2 5
150' VC
100' VC
+ 2 5
RAMP E-FR
Finished \ Grade
Existing Groundline
150' VC
SDs=586'
100' VC
519' SDh=
4. 75
2470
2480
2490
2500
2510
2520
2530
100+00 102+00 104+00 106+00 108+00 110+00 112+00 114+00 116+00
118+00
120+00 122+00 124+00 126+00
2530
2520
2510
2500
2490
192+00 194+00190+00 196+00 198+00 200+00
2470
2480
2490
2500
2470
2480
2460
24502450
2460
2470
2480
2470
2480
2490
2500
6TH AVE, RAMP E-FR,
16
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 4 2
P I
1 8 +
-4.2500%
E le
Highway
Benson
Existing
+ 6 0
P I
2 0 +
+ 3 5
+ 2 5
P I
2 7 +
+ 8 5
P I
2 7 +
0%
-5.0000%
0.4000%
14+0012+00 16+00 18+00 20+0010+00
2460
2470
2480
2490
2500
2460
2470
2480
2490
2500
2450
2460
2470
2480
2490
2500
2510
2450
2460
2470
2480
2490
2500
2510
I-10
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 7 0
P I
1 1 +
+ 1 0
+ 4 9
P I
2 3
+ 4 9
+ 7 1
+ 8 7
P I
5 5 +
+ 3 7
P I
5 9 +
+ 3 7
5. 00
2460
2470
2480
2490
2500
2510
2520
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00
34+00 36+00 38+00
2460
2470
2480
2490
2500
2510
2520
2550
2540
2530
2520
2510
25002500
2510
2520
2530
2540
2550
2490
2480
38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 56+00
64+0062+0060+00
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 2 8
P I
1 4 +
+ 5 3
P I
2 4 +
3. 75
Finished \ Grade
Existing Groundline
225' VC
SDs=435'
+ 3 5
+ 8 8
P I
+ 1 3
P I
+ 4 8
+ 5 0
P I
+ 8 5
+ 7 9
P I
+ 5 4
P I
E le
M a tc
E le
New Bridge
2470
2480
2490
2500
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00
2470
2480
2490
2500
2510
2520
2530
2540
2550
94+00 96+00 98+00 100+00 102+00 104+00 106+00 108+00 110+00
2560
I-10
2500
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 6 3
P I
1 7 +
+ 3 8
+ 0 0
P I
3 1 +
+ 0 0
P I
3 5 +
+ 0 0
0.5000%
+ 3 7
P I
1 6 +
+ 6 2
+ 5 7
P I
2 3
+ 9 2
P I
2 4 +
5. 00
2470
14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00
36+00 38+00
2480
2490
2500
2510
2520
2530
2540
2550
2470
2480
2490
2500
2510
2520
2530
2540
40+00 42+00 44+00 46+00 48+00
2480
2490
2500
2510
2520
2530
2540
2480
2490
2500
2510
2520
2530
22+00 24+00
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
1 5 +
5 0
P I
1 9 +
+ 5 0
P I
2 5 +
-1.0000%
+ 4 8
P I
1 6 +
+ 4 8
P I
2 0 +
-1.7500%
0.9000%
+ 2 0
P I
1 7 +
+ 2 0
P I
2 3
-3.2996%
-0.9000%
Pkwy
Kino
I-10
2480
10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00
30+00
2490
2510
2520
2530
2540
2550
2500
2480
2490
2500
2510
2520
2530
2540
10+00 12+00 14+00 16+00 18+00 20+00 22+00
2490
2500
2510
2520
2530
2540
2490
2500
2510
2520
2530
2540
18+00 20+00 22+00
2540
2530
2520
2510
2500
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 8 9
+ 6 6
P I
+ 6 6
+ 5 7
P I
+ 5 7
P I
E le
M a tc
E le
P I
1 5 +
+ 0 0
P I
1 9 +
+ 0 0
+ 0 2
P I
2 9 +
+ 5 2
P I
3 1 +
1.0000% -0.7500%
1.500 0%
400' VC
150' VC
14+00
86+00 88+00 90+00 92+00 94+00 96+00 98+00 100+00 102+00 104+00
106+00 108+00 110+00 112+00 114+00
2530
2540
2550
2560
2570
2580
2590
2600
2530
2540
2550
2560
2570
2580
2590
16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00
2540
2550
2560
2570
2580
2540
2550
2560
2570
2580
I-10 PR-22
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
1 7 +
+ 5 0
+ 2 3
P I
2 3
+ 7 3
P I
2 5 +
1.0000%
-2.0000%
+ 2 5
P I
1 2
+ 7 5
+ 0 0
P I
1 7 +
+ 0 0
+ 5 0
P I
2 3
+ 5 0
P I
2 6 +
-1.2500% 1.2570
+ 1 6
P I
1 1 +
+ 6 6
+ 5 0
P I
1 8 +
+ 5 0
P I
2 0 +
-1.2500%
2530
2540
2550
2560
2570
2580
2590
16+00 18+00 20+00 22+00 24+00 26+00
2520
2530
2540
2550
2560
2570
2580
2540
2550
2560
2570
2580
2590
2600
14+00 16+00 18+00 20+00 22+00 24+0012+0010+00 26+00
10+00 12+00 14+00 16+00 18+00 20+00 22+00
2540
2550
2560
2570
2580
2590
2600
2540
2550
2560
2570
2580
2590
2600
2540
2550
2560
2570
2580
2590
2600
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 2 5
P I
1 7 +
+ 2 5
+ 9 9
P I
3 1 +
+ 9 9
P I
3 3
0.5000% -0.4000% 2.00
+ 5 0
P I
2 1 +
+ 5 0
+ 0 8
P I
2 7 +
+ 5 8
P I
2 8 +
0.4000%
I-10
Way
Alvernon
+ 9 3
+ 0 0
P I
2 2
-2.0000%
+ 2 5
P I
1 2
+ 7 5
+ 7 5
P I
1 9 +
+ 7 5
P I
2 2
-1.0000%
2630
2620
2610
2600
2590
2580
RAMPS ALT I
16+00 18+00 20+00 22+00 24+00
2590
2600
2610
2620
2630
2630
2620
2610
2600
2580
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
3 2
+ 0 0
+ 0 0
P I
3 8 +
+ 0 0
+ 4 6
P I
4 3
+ 4 6
+ 1 2
P I
5 0 +
+ 1 2
P I
2 0 +
\ Grade
Finished
0.7000%
I-10
2580
2590
2600
2610
2620
2630
2640
2650
30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00
52+00 54+00
2580
2590
2600
2610
2620
2630
2640
2650
2660
2650
2640
2630
2620
2610
2630
2620
2610
2600
2590
2580
10+00 12+00 14+00 16+00 18+00 20+00
RAMP WN AND RAMP SW
RAMPS ALT I
56+00 58+00
68+0066+0064+0062+0060+0058+00 70+00 72+00
2610
2620
2630
2640
2650
2660
2590
2600
2610
2620
2630
PR-25
25
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 8 2
P I
4 7 +
+ 0 7
+ 7 5
+ 2 8
P I
7 9 +
2.25 00%
525' VC
SDh=306'
SR 210
44+00 46+00 48+00 50+00 52+00 54+00 56+00 58+00 60+00 62+00 64+00
66+00 68+00 70+00
2600
2610
2620
2630
2640
2650
2660
2670
2660
2650
2640
2630
2620
2610
2600
2670
2660
2650
2640
2630
2620
2670
2660
2650
2640
2630
2620
2610
2600
2590
86+0084+0082+0080+0078+0076+0074+0072+00 88+00 90+00
RAMP EN
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
1 8 +
+ 5 0
+ 5 0
P I
2 8 +
+ 0 0
+ 4 1
+ 6 6
P I
4 5 +
0.7500%
2590
18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00
40+00 42+00 44+00
2600
2610
2620
2630
2640
2650
2660
2670
2590
2600
2610
2620
2630
2640
2650
2660
2650
2640
2630
2620
2610
2600
2590
2650
2640
2630
2620
2610
RAMP SE
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
2 1 +
+ 0 0
+ 0 0
P I
2 9 +
+ 0 0
P I
3 1 +
0.6996%
-3.3000%
I-10
Rd
Valencia
2730
2720
2710
2700
2690
2680
2670
2660
14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00
2680
2690
2700
2720
2730
2710
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
2 1 +
+ 0 0
+ 0 0
P I
2 8 +
+ 0 0
P I
3 0 +
0.7007%
-3.5000%
+ 0 0
+ 0 0
P I
1 3
+ 0 0
+ 0 0
P I
2 1 +
+ 0 0
P I
2 4 +
-1.8973%
2680
2690
2700
2710
2720
20+00 22+00 24+00 26+00 28+00 30+00 32+00
2670
2590
2700
2710
16+00 18+00 20+00 22+00
12+00 14+00 16+00 18+00 20+00 22+00 24+00
2670
2680
2590
2700
27102670
2680
2590
2700
2710
2710
2700
2690
2680
2670
2670
2680
2590
2700
2710
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
+ 0 0
E le
M a tc
E le
+ 0 0
+ 0 0
+ 0 0
P I
1 3
+ 0 0
P I
1 8 +
P I
2 2
-0.5430%
0.3994%
+ 0 0
+ 0 0
P I
2 0 +
-0.9306%
2700
90+00 92+00 94+00 96+00 98+00 100+00 102+00 104+00 106+00 108+00
110+00
2710
2720
2730
2740
2750
2700
2710
2720
2730
2740
2750
2700
2710
2720
2730
2740
2750
2760
10+00 12+00 14+00 16+00 18+00 20+00 22+00
2700
2710
2720
2730
2740
2750
2760
10+00 12+00 14+00 16+00 18+00 20+00
2700
2710
2720
2730
2740
2700
2710
2720
2730
2740
CRAYCROFT RD,
I-10 PR-30
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
0 0
P I
2 0 +
+ 0 0
+ 0 0
+ 0 0
P I
5 4 +
+ 0 0
P I
5 5 +
0.4000%
0.8135%
2670
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00
34+00 36+00
2680
2690
2700
2710
2720
2730
2740
2750
2740
2730
2720
2710
2700
2690
2680
2670
2740
2730
2720
2710
2700
2690
2680
2670
2740
2730
2720
2710
2700
38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 56+00
CRAYCROFT RAMP A
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
1 8 +
+ 0 0
+ 0 0
P I
5 0 +
0.4096%
2670
2680
2690
2700
2710
2720
2730
2740
2750
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00
34+00 36+00
2670
2680
2690
2700
2710
2720
2730
2740
2740
2730
2720
2710
2700
2690
2680
2740
2730
2720
2710
2700
38+00 40+00 42+00 44+00 46+00 48+00 50+00
CRAYCROFT RAMP B
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
+ 0 0
P I
9 2
+ 0 0
+ 0 0
P I
+ 0 0
+ 5 0
P I
+ 5 0
P I
E le
M a tc
E le
WILMOT RAMP A
+ 0 0
P I
2 1 +
+ 0 0
+ 0 0
P I
3 0 +
+ 0 0
P I
3 2
2.20 00%
2760
2770
2780
2790
2800
2810
2820
84+00 86+00 88+00 90+00 92+00 94+00 96+00 98+00 100+00 102+00
104+00 106+00 108+00
2750
2760
2770
2780
2790
2800
2810
2800
2790
2780
2770
2760
2750
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 32+00
34+0030+00
2750
2760
2770
2780
2790
2800
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
1 8 +
+ 5 0
P I
2 3
+ 5 0
P I
2 5 +
2.3 921%
1.863 5%
600' VC
400' VC
+ 5 0
SDs=514'
600' VC
SDh=410'
400' VC
+ 0 0
P I
1 3
+ 0 0
+ 0 0
P I
2 0 +
+ 0 0
P I
2 4 +
-1.5803%
+ 7 0
+ 7 0
P I
1 6 +
+ 7 0
P I
1 8 +
-0.4053%
2750
2760
2770
2780
2790
2800
16+00 18+00 20+00 22+00 24+00 26+00
2750
2760
2770
2780
2790
2800
14+00 16+00 18+00 20+00 22+00 24+00 26+0012+0010+00
2800
2790
2780
2770
2760
2810
2760
2770
2780
2790
2800
2810
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 7 0
P I
1 4 +
+ 3 0
+ 0 0
+ 6 0
P I
4 8 +
-6.0000%
-0.3212%
2810
2820
2830
2840
2850
2860
2870
2880
2890
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
42+00 44+0040+0038+0036+0034+0032+00 46+00
2870
2860
2850
2840
2830
2820
2810
2870
2860
2850
2840
2830
2810
2820
2830
2840
2850
2860
2870
2880
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 7 0
P I
1 6 +
+ 7 0
+ 2 0
+ 6 0
P I
4 8 +
-4.8000%
-0.9497%
2810
2820
2830
2840
2850
2860
2870
2880
2890
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
2810
2820
2830
2840
2850
2860
2870
2880
42+00 44+0040+0038+0036+0034+0032+00 46+00
2870
2860
2850
2840
2830
2820
2810
2870
2860
2850
2840
2830
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 3 0
+ 0 0
P I
2 4 +
+ 0 0
P I
2 6 +
E le
M a tc
E le
B & C
+ 0 0
+ 0 0
P I
4 2
+ 0 0
P I
5 3
E le
M a tc
E le
A & D
2810
2820
2830
2840
2850
2860
2870
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00
2800 2800
2860
2850
2840
2830
2820
2810
2800
37
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 3 0
+ 0 0
P I
2 4 +
+ 0 0
P I
2 6 +
E le
M a tc
E le
B & C
+ 0 0
+ 0 0
P I
4 2
+ 0 0
P I
5 3
E le
M a tc
E le
A & D
2810
2820
2830
2840
2850
2860
2870
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00
2800 2800
2810
2820
2830
2840
2850
2860
2870
38+00 40+0036+0034+0032+0030+0028+00 42+00
2860
2850
2840
2830
2820
2810
2800
PR-38
38
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
2 5 +
+ 0 0
+ 5 0
0.5003%
P I
1 3
1.2435 %
+ 5 0
P I
2 4 +
+ 5 0
+ 5 0
P I
3 0 +
+ 5 0
P I
3 2
0.5000%
+ 4 5
P I
1 0 +
+ 4 5
P I
1 2
-1.3200% 2.00 08%
C
Ramp
Kolb
18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00
40+00
2790
2800
2810
2820
2830
2840
2850
2790
2800
2810
2820
2830
2840
2850
2810
2820
2830
2840
2850
20+0018+0016+00 26+0024+0022+00 28+00
32+0030+00
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
1 5 +
+ 5 0
+ 0 0
P I
2 5 +
+ 0 0
P I
2 9 +
2.00 09%
+ 7 0
P I
1 5 +
+ 7 0
P I
2 5 +
-1.6943% 0.8315%
400' VC
SDh=909'
Existing Groundline
+ 8 5
P I
1 1 +
+ 8 5
P I
1 3
E le
KOLB RAMP C2
+ 6 0
P I
1 4 +
+ 6 0
P I
2 1 +
0.4478%
+ 5 0
+ 8 0
P I
1 1 +
+ 2 0
P I
1 1 +
2.16 67%
3.5 571
DDI
Kolb
2860
2850
2810
2820
2830
2840
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
32+00
2870
2850
2840
2830
2820
2840
2850
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
10+00 12+00 14+00
2810
2820
2830
2840
2810
2820
2830
2840
12+00 14+00 16+00 18+00 20+00
2810
2820
2830
2840
2830
2840
2820
2810
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
+ 5 0
+ 0 0
P I
1 9 +
+ 0 0
P I
2 1 +
-0.6556%
-2.3000%
-0.5030%
Existing Groundline
+ 0 0
P I
1 6 +
+ 0 0
+ 0 0
P I
1 9 +
+ 0 0
P I
2 0 +
1.0037% -0.8000% 1.3040 %
+ 0 0
P I
+ 0 0
+ 2 5
+ 5 0
P I
2 6 +
2.7 175
Way
Alvernon
16+0014+00 18+0012+0010+002+00 4+00 6+00 8+00
2510
2520
2530
2540
2550
2560
2570
14+00 16+00 18+00 20+00 22+00
2560
2570
2580
2590
2600
2610
20+00
2570
2560
2550
2540
2530
2520
2550
2560
2570
2580
2590
2600
2610
4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00
2550
2560
2570
2580
2590
2600
2610
2560
2570
2580
2590
2600
2610
GOLF LINKS RAMP WN, SW
PROFILE SHEET RAMPS ALT I
SR 210 PR-41
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
1 6 +
+ 0 0
+ 0 0
P I
2 3
+ 0 0
+ 0 0
P I
2 9 +
+ 0 0
-0.3990% 1.0000%
-3.1000% 2.20
+ 5 0
P I
4 3
2.20 00%
2520
12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00
34+00
2530
2540
2550
2560
2570
GOLF LINKS RAMP EN
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
4 6 +
3. 80
+ 5 0
P I
1 7 +
+ 5 0
+ 0 0
P I
2 2
+ 0 0
+ 0 0
P I
3 2
-0.4993% 1.900
0% -1.2000%
400' VC
800' VC
400' VC
SDh=1047'
400' VC
SDs=548'
800' VC
SDh=657'
2570
2580
2590
2560
2550
2540
2530
34+00 36+00 38+00 42+00 44+00 46+00 48+00
20+00 16+00 18+0014+0012+0010+008+006+00 22+00 24+00 26+00 28+00
32+00
2550
2560
2570
2580
2590
2600
2610
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 5 0
P I
+ 5 0
+ 0 0
P I
1 1 +
E le
Ramp SE
+ 0 0
P I
1 0 +
+ 0 0
P I
1 3
+ 2 3
+ 6 0
P I
9 6 +
+ 6 0
+ 7 0
P I
+ 7 0
P I
P I
P I
1.502 0%
1.894 4%
0+00 2+00 4+00 6+00 8+00
10+00 12+00
2520
2530
2540
2560
2570
2520
2530
2540
2550
2560
2570
8+00 10+00 12+00 14+00 16+00 18+00 20+00
2560
2570
2580
2590
2600
2610
2560
2570
2580
2590
PROFILE SHEET RAMPS ALT I
PR-44
44
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
+ 0 0
P I
1 5 +
+ 0 0
+ 4 0
P I
1 9 +
+ 4 0
+ 0 0
P I
3 6 +
+ 0 0
1.862 0%
Finished \ Grade
+ 2 5
2530
2540
2550
2560
2570
2580
2590
2600
14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00
36+00 38+00
2530
2540
2550
2560
2570
2580
2590
2600
2560
2550
2570
2580
2590
2610 2610
2620 2620
40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 56+00 58+00
62+00 64+00 66+00 68+0060+00
AJO RAMP A
RAMPS ALT I
CONSTRUCTION
10-17
12-17PNB
MKO/JBC
SR/JLM
I-10 - JCT. I-19 TO KOLB ROAD
APPENDIX F
-5.1000%
1.1058%
+ 5 0
P I
1 8 +
+ 5 0
+ 8 7
P I
2 4 +
+ 3 7
+ 0 0
P I
1 2
+ 0 0
+ 1 0
P I
1 8 +
+ 9 0
P I
2 0 +
-0.4957%
+ 0 0
P I
1 2
+ 0 0
+ 0 0
P I
2 0 +
+ 0 0
P I
2 3
-0.4955%
2560
2570
2580
2590
2600
2610
2620
12+00 14+00 16+00 18+00 20+00 22+00 24+00
2560
2570
2580
2590
2600
2610
2620
2560
2570
2580
2590
2600
2610
2620
2630
2570
2580
2590
2600
2610
2620
2570
2580
2590
2600
2610
2620
14+0012+00 16+00 18+00 20+00 22+0010+00
2610
2600
2590
2580
2570
2610
2600
2590
2580
2570
14+00 16+00 18+00 20+00 22+0012+0010+00 24+00
AJO RAMP A, B, C AND D
RAMPS ALT I
![Case No. - Center for Biological Diversity · Dioguardi v. Superior Court, 184 Ariz. 414, 417 (Ariz. Ct. App. 1995). "[C]ourts must remain the final authority on critical questions](https://img.dokumen.tips/doc/110x75/5c6fe2a809d3f2254c8c5ee3/case-no-center-for-biological-diversity-dioguardi-v-superior-court-184.jpg)
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