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STANLEY CONSULTANTS, INC. F I-40, BELLEMONT TO WINONA
INITIAL DESIGN CONCEPT REPORT
APPENDIX F: PLAN AND PROFILE SHEETS FOR NEW WOODY MOUNTAIN TI
Phone: (6
02) 3
33-2
200
Phoenix
, Ariz
ona 8
5016
1661 E
ast C
am
elb
ack R
oad, S
uite
400
ST
AT
EF
.H.W
.A.
RE
GIO
N
AR
IZ
.
PR
OJE
CT
NO
.S
HE
ET
NO
.
TO
TA
L
SH
EE
TS
AS
BU
ILT
9
AR
IZO
NA
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
ND
ESIG
N
DR
AW
N
DA
TE
RO
AD
WA
Y D
ES
IGN
SE
RV
ICE
SC
HE
CK
ED
NA
ME
INT
ER
MO
DA
L T
RA
NSPO
RT
AT
ION
DIV
ISION
TR
AC
S N
O.
OF
LO
CA
TIO
NR
OU
TE
q:\21580\11-cadd\03-civ\h7586xrd009.d
gn
DW
G N
O.
MADE BYDESCRIPTION OF REVISION1 NO. DATE MADE BYDESCRIPTION OF REVISION2 NO. DATE
1/3
1/2
01
1
AS
F
CG
S
JA
N
H7
58
6 0
1L
02
/11
NO
T F
OR
CO
NS
TR
UC
TIO
N
OR
RE
CO
RD
ING
I-40
BE
LL
EM
ON
T T
O W
INO
NA
04
0-C
(B
BR
)
040 C
N 1
83
04
0-C
(B
BR
)
02
/11
02
/11
DC
RR
ev
iew
In
itial
3-UA1/0T-4" + 2.5"-CO
1-69 KV + 1-4"-CO + 7-6"-CO
NO MATCH LINES
3 SHEETS
10
15
20
25
30
35
15
PC 17+
05.965
10
510
PT 2
+73.88
PC 7+
02.23
PC 13
+27.03
PT 2
+02.71
PR
C 13
+19.69
KE
Y M
AP 2
1
3
EB I-40
WB I-40
Wo
od
y M
tn R
d C
st \
Pla
nned F
UT
S
New
R/W
New
R/W
New
R/W
New
R/W
New
R/W
Ram
p D
Cst \
Ram
p C
Cst \
Ram
p A
Cst \
Ram
p B
Cst \
Ram
p A
Cst \ S
ta 1
9+
81
.21
New
3-S
pan B
rid
ges
Ram
p C
Cst \ S
ta 0
+7
2.9
6
Beg
in W
oo
dy
Mtn
Rd
Cst \ S
ta 6
+9
0.1
5
En
d W
oo
dy
Mtn
Rd
Cst \ S
ta 3
5+
83
.35
Presidio Dr.
22’
22’
22’
22’
60’
60’
40’
55’
R
55’
R
55’
R
31
’R
Ram
p B
Cst \ S
ta 1
4+
41.0
5
WM
1
Ext=
3.94’
T=
280.71’
L=
561.27’
R=
10000.00’
D=
0°3
4’23"
?=
3°12’57"Lt
PI
Sta 25+
00.65
WM
1
WM
C1
Patio
Del P
resid
io D
r.
T21NR7E
COCONINO
COUNTY
Ram
p D
Cst \ S
ta 0
+7
5.7
1
Section Line
Exst R
/W
Exst R
/W
Exst R
/W
PL
AN
(1
OF
3)
(M
P 1
93.4
7)
NE
W W
OO
DY
MO
UN
TI T
I
F-1
19
30
PT 27+81.21
PC 22+19.95
Phone: (6
02) 3
33-2
200
Phoenix
, Ariz
ona 8
5016
1661 E
ast C
am
elb
ack R
oad, S
uite
400
ST
AT
EF
.H.W
.A.
RE
GIO
N
AR
IZ
.
PR
OJE
CT
NO
.S
HE
ET
NO
.
TO
TA
L
SH
EE
TS
AS
BU
ILT
9
AR
IZO
NA
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
ND
ESIG
N
DR
AW
N
DA
TE
RO
AD
WA
Y D
ES
IGN
SE
RV
ICE
SC
HE
CK
ED
NA
ME
INT
ER
MO
DA
L T
RA
NSPO
RT
AT
ION
DIV
ISION
TR
AC
S N
O.
OF
LO
CA
TIO
NR
OU
TE
q:\2
15
80
\1
1-cad
d\0
3-civ
\h
75
86
xrd
01
0.d
gn
DW
G N
O.
MADE BYDESCRIPTION OF REVISION1 NO. DATE MADE BYDESCRIPTION OF REVISION2 NO. DATE
1/3
1/2
01
1
AS
F
CG
S
JA
N
H7
58
6 0
1L
02
/11
NO
T F
OR
CO
NS
TR
UC
TIO
N
OR
RE
CO
RD
ING
I-40
BE
LL
EM
ON
T T
O W
INO
NA
04
0-C
(B
BR
)
040 C
N 1
83
04
0-C
(B
BR
)
02
/11
02
/11
DC
RR
ev
iew
In
itial
3-
UA750T-5" + 1.
5-
CO
3-
UA750
T-5" + 1.5-
CO
3-
UA1/
0T-4" + 2.5"-
CO
19
25
24
30
10
15
20
25
5
10
15
PT 9+62.42
PC 17+05.96
5
10
PT 4+93.37
5
PT 2+73.88
PC 7+02.23
PC 13+27.03
PT 2+02.71
Sta 0+00.00
Begin Ramp B
PC 0+00.01
Begin Ramp A
KE
Y M
AP
1
23
New
R/W
New
R/W
Exst R
/W
Exst R
/W
New
R/W
WB
I-40E
B I
-4
0
22’
60’
60’
22’
Ram
p B
Cst \
Ram
p A
Cst \ S
ta 1
9+
81.2
1=
Ram
p B
Cst \ S
ta 1
4+
41
.05
=
WM
A2
WM
B2
WM
A1
WM
B1
WM
A1
WM
B1
WM
A2
WM
B2
Ext=
16.88’
T=
481.99’
L=
962.41’
R=
6875.00’
D=
0°5
0’00"
?=
8°0
1’14"Lt
PI
Sta 4+
82.00
Ext=
4.43’
T=
246.79’
L=
493.37’
R=
6875.00’
D=
0°5
0’00"
?=
4°0
6’42"
Rt
PI
Sta 2
+46.79
Ext=
16.14’
T=
140.09’
L=
275.25’
R=
600.00’
D=
9°3
2’57"
?=
26°17’04"Lt
PI
Sta 18+
46.05
Ext=
13.84’
T=
61.10’
L=
114.02’
R=
128.00’
D=
44°4
5’44"
?=
51°0
2’09"
Rt
PI
Sta 13
+88.13
Section Line
Sectio
n
Lin
e
Ram
p A
Cst \
T21N
R7E
C
OC
ONIN
O
CO
UN
TY
Sta
24+
39.6
4, 8
7.1
3’ L
tW
oo
dy
Mo
un
tain
Rd
Cst \
Sta
17
+1
4.9
4,, 7
9.4
2’ L
tW
oo
dy
Mo
un
tain
Rd
Cst \
PL
AN
(2 O
F 3
)
NE
W W
OO
DY
MO
UN
TI T
I
F-2
PC 22+
19.95
PT 27+
81.
21
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\h7586xrd011.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
1-69 KV +
1-4"-C
O + 7-6
"-CO
1-69 KV + 1-4"-CO + 3-6"-CO
20
25
30
15
PC 17+
05.96
5
10
15
5 10
15
20
PT 2
+73.88
PC 7+
02.23
PT 2
+02.71
PR
C 13
+19.69
PT 22
+95.67
End
Ra
mp
D
PT 18+
41.98
End
Ra
mp
C
KEY MAP
1
2 3
New R/W
Exst R/W
New R/W Exst R/W
WB I-40
EB I-40
New R/W
22’
22’
60’
60’
Ramp C Cst \
WMD1
WMC1
WMD2
WMC1
Ext=18.40’
T=71.06’
L=129.75’
R=128.00’
D=44°45’44"
?=58°04’39"Lt
PI Sta 1+44.03
WMD1 WMD2 WMD3
WMD3
Ext=5.18’
T=488.06’
L=975.97’
R=22975.50’
D=0°14’58"
?=2°26’02"Lt
PI Sta 18+07.76
Ext=10.42’
T=309.19’
L=617.45’
R=4583.00’
D=1°15’01"
?=7°43’09"Rt
PI Sta 10+11.43
Ext=9.98’
T=100.40’
L=198.17’
R=500.00’
D=11°27’33"
?=22°42’31"Rt
PI Sta 1+76.11
Presidi
o Dr.T21N
R7E
COCONINO
COUNTY
Ramp C Cst \ Sta 0+72.96=
Sta 24+72.65, 78.35’ Rt
Woody Mountain Rd Cst \
Sta17+41.33, 86.77’ Rt
Woody Mountain Rd Cst \
Ramp D Cst \ Sta 0+75.71=
Ramp D Cst \
Potential Nose Barrier
PT 27+81.21
PC 22+19.95
PLAN (3 OF 3)
NEW WOODY MOUNTI TI
F-3
30
19
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\h7586xrdv09.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
10+
00.00
Ele
v=
7105.08
VPI
21+
50.00
Ele
v=
7139.58
3.0000
%
-3.7351%
500’ VC
Corr=3.44’
SDs=407’
1200’ VC
Corr=-10.10’
SDs=620’
VPI
7+
19.49
Ele
v=
7112.11
Exst Ground Line
New 3-Span Bridges
Profile Grade Line
Woody Mtn Rd
EB
I-40
WB
I-40
-2.5061%
10+00 15+00 20+00 25+00
30+00
7160
7140
7120
7100
7080
7060
WOODY MOUNTAIN ROAD
PROFILE
35+00
7160
7140
7120
7100
7080
7060
Ele
v=
7086.04
Sta 35+
83.35
Matc
h
Exst
F-4
Phone: (6
02) 3
33-2
200
Phoenix
, Ariz
ona 8
5016
1661 E
ast C
am
elb
ack R
oad, S
uite
400
ST
AT
EF
.H.W
.A.
RE
GIO
N
AR
IZ
.
PR
OJE
CT
NO
.S
HE
ET
NO
.
TO
TA
L
SH
EE
TS
AS
BU
ILT
9
AR
IZO
NA
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
ND
ESIG
N
DR
AW
N
DA
TE
RO
AD
WA
Y D
ES
IGN
SE
RV
ICE
SC
HE
CK
ED
NA
ME
INT
ER
MO
DA
L T
RA
NSPO
RT
AT
ION
DIV
ISION
TR
AC
S N
O.
OF
LO
CA
TIO
NR
OU
TE
q:\21580\11-cadd\03-civ\h7586xrdv10a.d
gn
DW
G N
O.
MADE BYDESCRIPTION OF REVISION1 NO. DATE MADE BYDESCRIPTION OF REVISION2 NO. DATE
1/3
1/2
01
1
AS
F
CG
S
JA
N
H7
58
6 0
1L
02
/11
NO
T F
OR
CO
NS
TR
UC
TIO
N
OR
RE
CO
RD
ING
I-40
BE
LL
EM
ON
T T
O W
INO
NA
04
0-C
(B
BR
)
040 C
N 1
83
04
0-C
(B
BR
)
02
/11
02
/11
DC
RR
ev
iew
In
itial
VPI 6+06.29
Elev=7112.00
VPI 9+25.00
Elev=7110.54
VPI 19+81.21
Elev=7125.32
-0.4581%
1.3993
%
40
0’ V
C
Ex
st G
ro
un
d L
ine
Pro
file
Grad
e L
ine
Ram
p A
71
60
71
40
71
20
7100
7080
7060
0+
00
5+
00
10+
00
15
+0
0
20
+0
0
716
0
71
40
71
20
7100
7080
70
60
F-5
RA
MP
A
NE
W W
OO
DY
MO
UN
TA
IN T
I
PR
OF
ILE
Phone: (6
02) 3
33-2
200
Phoenix
, Ariz
ona 8
5016
1661 E
ast C
am
elb
ack R
oad, S
uite
400
ST
AT
EF
.H.W
.A.
RE
GIO
N
AR
IZ
.
PR
OJE
CT
NO
.S
HE
ET
NO
.
TO
TA
L
SH
EE
TS
AS
BU
ILT
9
AR
IZO
NA
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
ND
ESIG
N
DR
AW
N
DA
TE
RO
AD
WA
Y D
ES
IGN
SE
RV
ICE
SC
HE
CK
ED
NA
ME
INT
ER
MO
DA
L T
RA
NSPO
RT
AT
ION
DIV
ISION
TR
AC
S N
O.
OF
LO
CA
TIO
NR
OU
TE
q:\21580\11-cadd\03-civ\h7586xrdv10b.d
gn
DW
G N
O.
MADE BYDESCRIPTION OF REVISION1 NO. DATE MADE BYDESCRIPTION OF REVISION2 NO. DATE
1/3
1/2
01
1
AS
F
CG
S
JA
N
H7
58
6 0
1L
02
/11
NO
T F
OR
CO
NS
TR
UC
TIO
N
OR
RE
CO
RD
ING
I-40
BE
LL
EM
ON
T T
O W
INO
NA
04
0-C
(B
BR
)
040 C
N 1
83
04
0-C
(B
BR
)
02
/11
02
/11
DC
RR
ev
iew
In
itial
VPI 4+88.80
Elev=7111.43
VPI 7+50.00
Elev=7108.98
VPI 14+41.05
Elev=7124.00
2.17
35
%
40
0’ V
C
Ex
st G
ro
un
d L
ine
Pro
file
Grad
e L
ine
Ram
p B
-0
.93
80
%
71
60
71
40
71
20
7100
7080
7060
0+
00
5+
00
10+
00
716
0
71
40
71
20
7100
7080
70
60
15
+0
0
RA
MP
B
NE
W W
OO
DY
MO
UN
TI T
I
PR
OF
ILE
F-6
Phone: (6
02) 3
33-2
200
Phoenix
, Ariz
ona 8
5016
1661 E
ast C
am
elb
ack R
oad, S
uite
400
ST
AT
EF
.H.W
.A.
RE
GIO
N
AR
IZ
.
PR
OJE
CT
NO
.S
HE
ET
NO
.
TO
TA
L
SH
EE
TS
AS
BU
ILT
9
AR
IZO
NA
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
ND
ESIG
N
DR
AW
N
DA
TE
RO
AD
WA
Y D
ES
IGN
SE
RV
ICE
SC
HE
CK
ED
NA
ME
INT
ER
MO
DA
L T
RA
NSPO
RT
AT
ION
DIV
ISION
TR
AC
S N
O.
OF
LO
CA
TIO
NR
OU
TE
q:\2
15
80
\11
-cad
d\0
3-civ
\h7
58
6x
rd
v1
1a.d
gn
DW
G N
O.
MADE BYDESCRIPTION OF REVISION1 NO. DATE MADE BYDESCRIPTION OF REVISION2 NO. DATE
1/3
1/2
01
1
AS
F
CG
S
JA
N
H7
58
6 0
1L
02
/11
NO
T F
OR
CO
NS
TR
UC
TIO
N
OR
RE
CO
RD
ING
I-40
BE
LL
EM
ON
T T
O W
INO
NA
04
0-C
(B
BR
)
040 C
N 1
83
04
0-C
(B
BR
)
02
/11
02
/11
DC
RR
ev
iew
In
itial
VPI 0+72.96
Elev=7123.63
VPI 3+50.00
Elev=7120.36
VPI 10+50.00
Elev=7088.96
VPI 12+78.33
Elev=7083.56
-1.1833
%
-4.4864
%
20
0’ V
C
40
0’ V
C
Ex
st G
ro
un
d L
ine
Pro
file
Grad
e L
ine
Ram
p C
-2.3
648%
71
60
71
40
71
20
7100
7080
7060
0+
00
5+
00
10+
00
15
+0
0
20
+0
0
716
0
71
40
71
20
7100
7080
70
60
RA
MP
C
NE
W W
OO
DY
MO
UN
TI T
I
PR
OF
ILE
F-7
Phone: (6
02) 3
33-2
200
Phoenix
, Ariz
ona 8
5016
1661 E
ast C
am
elb
ack R
oad, S
uite
400
ST
AT
EF
.H.W
.A.
RE
GIO
N
AR
IZ
.
PR
OJE
CT
NO
.S
HE
ET
NO
.
TO
TA
L
SH
EE
TS
AS
BU
ILT
9
AR
IZO
NA
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
ND
ESIG
N
DR
AW
N
DA
TE
RO
AD
WA
Y D
ES
IGN
SE
RV
ICE
SC
HE
CK
ED
NA
ME
INT
ER
MO
DA
L T
RA
NSPO
RT
AT
ION
DIV
ISION
TR
AC
S N
O.
OF
LO
CA
TIO
NR
OU
TE
q:\2
1580\1
1-cadd\0
3-civ
\h7586xrdv11b.d
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MADE BYDESCRIPTION OF REVISION1 NO. DATE MADE BYDESCRIPTION OF REVISION2 NO. DATE
1/3
1/2
01
1
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F
CG
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JA
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H7
58
6 0
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02
/11
NO
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04
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040 C
N 1
83
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02
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02
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DC
RR
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In
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VPI 0+75.71
Elev=7124.43
VPI 3+00.00
Elev=7122.74
VPI 13+00.00
Elev=7095.09
VPI 17+86.50
Elev=7087.63
-0.7520
%
-2.7655
%
-1.5338
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20
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Pro
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7100
7080
7060
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15
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0
20
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716
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71
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71
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7100
7080
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![CROMATOGRAFIA - people.unica.it · CROMATOGRAFIA DOTT. JOANNA IZABELA LACHOWICZ . RISOLUZIONE DELLA COLONNA R= ΔZ ½(W A +W B) R= 2ΔZ (W A +W B) R= 2[(t R) B – (t R) A] (W A +W](https://img.pdfslide.net/doc/110x75/5f61cc816b14e4658d17962b/cromatografia-cromatografia-dott-joanna-izabela-lachowicz-risoluzione-della.jpg)
