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STANLEY CONSULTANTS, INC. E I-40, BELLEMONT TO WINONA
INITIAL DESIGN CONCEPT REPORT
APPENDIX E: PLAN AND PROFILE SHEETS FOR BELLEMONT TI
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrd006.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
1-2R-N-NC
3-2R-N-NC
69 KV
3-2R-NC-CBA
2" PIP
E
10 15
20
25
30
PT 11+
94.38
PC 15+
99.93 PT 28+30.64
30
PT 26+30.63
PC 29+40.88
5
PT 1+27.21
PC 4+56.14
PT 9+89.47
5
10
15
PT 14+46.86
PC 17+25.75
45
50
55
60
10
15
PI 1
5+96.2
3
N 29°52’58" E
S 70°07’02" E
S 52°07’02" E
S 52°07’02" E
S 70°07’02" E
N 89°54’41" E
N 88°28’46" E
PT 1+71.32
PC 5+17.10
N 0
° 06’
41"
W
PT 30+11.8
1
PCC 24+48
.58
PC 18+15.98
KEY MAP
2
1
3
STA 25+00
STA 13+00
STA 9+00STA 9+00
South Frontage Rd Cst \
Exst R/W
EB I-
40
WB I-
40
New R/W
New R/W
New R/W
New R/W
North Frontage Rd Cst \
North Frontage Rd Cst \ Sta 14+20.94
Match Exst
Cross Rd Cst \
Ramp D Cst \
Ramp A Cst \
Match Exst
32’
200’
60’
60’
22’
22’
55’R
32’
28’
56’
28’
22’
44’
55’R
New 5-Span Bridge
BM2
BM1
BM2
Ext=10.88’
T=99.57’
L=195.98’
R=450.00’
D=12° 43’57"
?=24° 57’13"Rt
PI Sta 10+97.97
Ext=65.10’
T=886.25’(1) T=367.78’(2)
L=848.66’(1) L=382.06’(2)
R=6000.00’(1) R=1000.00’(2)
D=0° 57’18"(1) D= 5° 43’46"(2)
?=29° 59’39"Lt
PI Sta 24+86.18
BM1
Ramp C Cst \
Ramp B Cst \
BM
B1
BM
B2
BM
D1
BM
D2
BM
A1
BM
A2
BM
C1
BM
C2
BMD1
Ext=6.07’
T=45.02’
L=87.88’
R=164.00’
D=34° 56’11"
?=30° 42’10"Rt
PI Sta 1+28.46
BMB2
Ext=6.58’
T=46.35’
L=90.23’
R=160.00’
D=35° 48’36"
?=32° 18’45"Rt
PI Sta 17+72.10
BMA2
Ext=4.62’
T=36.24’
L=70.93’
R=140.00’
D=40°55’32"
?=29°01’42"Lt
PI Sta 29+77.13 BMD1
Ext=7.18’
T=92.14’
L=93.50’
R=158.00’
D=36°15’47"
?=33°54’16"Lt
PI Sta 0+81.87
North End Frontage Rd Cst \
Sta 19+06.67
T21N
R5E
COCONIN
O
COUNTY
End South Frontage Rd Cst \
Sta 62+00.00
BNSF RR
Maintenance Access Road
Realign BNSF RR
PLAN (1 OF 3)
BELLEMONT TI (MP 185.15)
E-1
End Ramp ’B’ Cst \ Sta 18+99.83
Transwestern Rd Cst \ Sta 17+72.11, 78.69’ Lt=
Sta 10+00.00
Transwestern Rd Cst \
Begin Ramp D Cst \ Sta 0+00.00
Transwestern Rd Cst \ Sta 17+68.74, 92.65’ Rt=
Begin Ramp C Cst \ Sta 0+00.00
Transwestern Rd Cst \ Sta 23+83.74, 94.36’ Rt=
North Frontage Rd Cst \ Sta 12+21.25
End Transwestern Rd Cst \ Sta 30+18.27=
End Ramp A Cst \ Sta 30+96.31
Transwestern Rd Cst \ Sta 24+00.40, 77.50’ Lt=
64’
New R/W
New R/W
Sectio
n Line
36
1
55’ R
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrd007.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
3-2R-NC-CBA
69 KV
69 KV
3-2R-NC-ABC
1-UA1/0T-2"
69 KV
3-795A-NC-BCA
6" PIPE
36
2
35 1
5 10 15 20
PC 19+22.40
5
10
PC 9+13.53
5
PI 6+68.27
S 61° 15’47" E
S 56° 07’02" E
S 88
° 39’
23" E
PI 0+00.00
Begin Ramp A
Sta 0+00.00
Sta 0+00.00
Begin Ramp B
KEY MAP
2
1
3
STA 25+00
STA 13+00
Exst R/W
WB I-40
EB I-40
Exst R/W
New R/W
Section Line
Sectio
n Line
Ramp A Cst \
North Frontage Rd Cst \
To be Removed
Exst Bridge
22’
60’
60’
22’
TRUCK STOP
BMA1
BMB1
BMB1BMA1
Ext=4.66’
T=266.78’
L=533.33’
R=7639.44’
D=0° 45’00"
?= 4° 00’00"Rt
PI Sta 11+80.30
Ext=13.72’
T=354.82’
L=708.24’
R=4583.00’
D=1° 15’01"
?=8° 51’15"Lt
PI Sta 22+77.22
Ramp B Cst \
T22N
R5E
COCONINO
COUNTY
Begin North Frontage Rd Cst \
Match Exist
Sta 0+60.43
Maintenance Access Rd
Realign BNSF RR
New R/W
Cst \ Sta 41+00 Frontage Rd
Begin South
PLAN (2 OF 3)
BELLEMONT TI
E-2
MP
185
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrd008.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
2" PIPE
6" PIPE
10
15
PT 9+89.47
15 20 25 30
PT 12+25.34
65
S 56° 07’02" E
S 61° 15’47" E
Sta 19+03.00
End Ramp C
End Ramp D
Sta 31+47.74
KEY MAP
2
1
3
STA 9+00
STA 9+00
New R/W
90’
WB I-40
EB I-40
Exst R/W
Exst R/W
Ramp D Cst \
22’
22’
60’
60’
60’
60’
BMC2 BMD2
Ext=4.66’
T=266.78’
L=533.33’
R=7639.44’
D=0° 45’00"
?=4° 00’00"Lt
PI Sta 7+74.33
Ext=13.72’
T=354.82’
L=708.24’
R=4583.00’
D=1° 15’01"
?=8° 51’15"Rt
PI Sta 8+74.64
BMD2
BMC2
Ramp C Cst \
New R/W
BNSF RR
T21N
R5E
COCONINO
COUNTY
65
PLAN (3 OF 3)
BELLEMONT TI
E-3
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv06a.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
Ele
v=
7180.63
VPI
12
+25.00
Ele
v=
7179.54
VPI
21+
50.00
Ele
v=
7162.16
VPI
28+
25.00
Ele
v=
7141.91
VPI
30+
18.27
Ele
v=
7145.77
-1.8793%
-3.0000%
300’ VC
500’ VC
300’ VC
Exst Ground Line
EB I-40 WB I-40
New 5-Span Bridge
VPI
10+
00
-0.4800%
2.0000%
Profile Grade Line
Transwestern Rd
7200
7180
7160
7140
7120
7100
10+00 15+00 20+00 25+00
30+00
7200
7180
7160
7140
7120
7100
E-4
TRANSWESTERN ROAD
PROFILE
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv07a.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
VPI
14+
75.43
Ele
v=
7128.71
VPI
19+
25.00
Ele
v=
7128.38
VPI
29+
00.00
Ele
v=
7151.61
VPI
30+
24.34
Ele
v=
7153.90
-0.0734%
2.3826%
400’ VC
200’ VCExst Ground Line
Profile Grade Line
Ramp A
1.8453%
7200
7180
7160
7140
7120
7100
10+00 15+00 20+00 25+00
30+00
7200
7180
7160
7140
7120
7100
35+00
RAMP A
BELLEMONT TI
PROFILE
E-5
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv07b.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
VPI
4+
95.07
Ele
v=
7129.67
VPI
8+
50.00
Ele
v=
7129.41
VPI
16+
00.00
Ele
v=
7161.98
VPI
18+
33.22
Ele
v=
7167.34
4.342
7%
2.2963%
600’ VC
200’ VC
Exst Ground Line
Profile Grade Line
Ramp B
-0.0733%
7200
7180
7160
7140
7120
7100
0+00 5+00 10+00 15+00
20+00
7200
7180
7160
7140
7120
7100
E-6
RAMP B
BELLEMONT TI
PROFILE
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv08a.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
VPI
3+
00.00
Ele
v=
7152.61
VPI
11+
50.00
Ele
v=
7138.14
VPI
14+
59.35
Ele
v=
7138.13
-0.8453%
-1.7024%
200’ VC
400’ VC
Exst Ground Line
Profile Grade Line
Ramp C
Ele
v=
7154.86
VPI
0+
33.71
-0.0032%
7200
7180
7160
7140
7120
7100
0+00 5+00 10+00 15+00
20+00
7200
7180
7160
7140
7120
7100
RAMP C
BELLEMONT TI
PROFILE
E-7
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv08b.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
VPI
0+
83.44
Ele
v=
7167.26
VPI
2+
50.00
Ele
v=
7163.52
VPI
11+
25.00
Ele
v=
7137.56
VPI
16+
75.02
Ele
v=
7136.60-2.9669%
-0.1745%
200’ VC
400’ VC
Exst Ground Line
Profile Grade Line
Ramp D
-2.2481%
7200
7180
7160
7140
7120
7100
0+00 5+00 10+00 15+00
20+00
7200
7180
7160
7140
7120
7100
RAMP D
BELLEMONT TI
PROFILE
E-8
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv06b.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
VPI
9+
11.67
Ele
v=
7141.26
VPI
14+
26.67
Ele
v=
7148.98
VPI
19+
06.67
Ele
v=
7147.05
0.7412%
-0.4011%
400’ VC
550’ VC
Exst Ground LineVPI
0+
00.00
Ele
v=
7134.50
1.4987%
Profile Grade Line
North Frontage Rd
7200
7180
7160
7140
7120
7100
0+00 5+00 10+00 15+00
20+00
7200
7180
7160
7140
7120
7100
NORTH FRONTAGE ROAD
BELLEMONT TI
PROFILE
E-9
Phone: (602) 333-2200
Phoenix, Arizona 85016
1661 East Camelback Road, Suite 400
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
ARIZONA DEPARTMENT OF TRANSPORTATIONDESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
q:\21580\11-cadd\03-civ\h7586xrdv06c.dgn
DWG NO.
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N1
NO.
DA
TE
MA
DE
BY
DES
CRIP
TIO
N
OF
RE
VISIO
N2
NO.
DA
TE
1/31/2011
ASF
CGS
JAN
H7586 01L
02/11
NOT FOR
CONSTRUCTION
OR RECORDING
I-40
BELLEMONT TO WINONA
040-C(BBR)
040 CN 183
040-C(BBR)
02/11
02/11
DCRReview
Initial
VPI
43
+25.00
Ele
v=
7153.29
VPI
47+
25.00
Ele
v=
7163.64
VPI
49+
36.85
Ele
v=
7168.30
VPI
50+
00.00
Ele
v=
7169.56
VPI
50+
63.79
Ele
v=
7168.29
VPI
53
+25.00
Ele
v=
7162.54
VPI
61+
50.00
Ele
v=
7121.74
-4.9463%
400’ VC
400’ VC
400’ VC
550’ VC
Exst Ground Line
Matc
h
Exist
62
+00
1.6900%
Matc
h
Exist
41+
00.00
-2.2000%-2.2000%
2.0039%-1.9961%
Profile Grade Line
South Frontage Rd
7200
7180
7160
7140
7120
7100
45+00
65+00
7200
7180
7160
7140
7120
7100
40+00 50+00 55+00
60+00
SOUTH FRONTAGE ROAD
BELLEMONT T.I.
PROFILE
E-10
