W912PL19R0011_Plans_Vol2c_Ajo_and_Details.pdf
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1632+00
F
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P
PC: 1626+48.15
P
C
P
P C
P
C
P C
P
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P
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P
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S5° 16' 27.46"E
48.15'
N75° 54' 58.73"E
22.20'
N86° 42' 21.43"E
36.79'
S77° 35' 02.28"E
14.99'
S82° 24' 37.47"E
66.78'
S74° 05' 02.04"E
13.19'
S
E
Δ=98.8094
L=107.78
R=62.50
Δ=10.7896
L=47.08
R=250.00
Δ=15.7101
L=68.55
R=250.00
Δ=4.8264
L=21.06
R=250.00
R =1000.0
L=145.32
Δ
8.3265
R
L
Δ
F
F
F
L=73.22, R=100.00
Δ=41.95
STA.: 1627+55.02
OFFSET: -7.99ft L
STA.: 1627+35.00
OFFSET: 12.15ft R
1626+00
1627+00
1628+00
1629+00
1630+00
1631+00
1632+00
0.36%
S T
A
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V
D r a w i n g
F i l e
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S c a l e
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A c t i o n S y m
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R e c o m m e n d e d
A p p r o v e d
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D e s i g n e d
R e v i e w e d
B r a n c h i e f
S e c t i o n
C h i e f
U S
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Reference number:
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A
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D r a w i n g
F i l e
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D r a w n
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D e s c r i p t i o n A p p v d
C I T
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C O
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R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
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Reference number:
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A Z
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A
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C
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A
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C
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A A
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CJ101
R O
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L A
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F I
E
S
A
T
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T
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C E
P O
A E
N D
B
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F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
FINISHED GRADE
EXISTING GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
MEG
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
1633+
1634+00
1635+00
1636+00
1637+00
1638+00
1639+00
1640+00
1641+00
1642+00
F
F
F
C
F
F
F
F
F F
F
F
F
F F F
F F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C C
C
C C
C C
C C
C C
C
C
C C C
C
C
C
C
C
C
C C C
C C C
C
C
C
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P
C
P C
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T
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P T
S74° 05' 02.04"E
13.19'
S89° 22' 18.34"E
682.45'
N88° 45' 09.86"E
208.30'
R
L
Δ
R
.0
L
Δ
Δ=1.8755
L=32.73
R=1000.00
1632+00
1633+00
1634+00
1635+00
1636+00
1637+00
1638+00
1639+00
1640+00
1641+00
1642+00
0.36%
0.20%
PVI STA: 1633+17.17
PVI ELEV: 1763.34
K: 1267.76
LVC: 200.00
BVCS: 1632+17.17
BVCE: 1762.98
EVCS: 1634+17.17
EVCE: 1763.54
HIGH PT. STA: 1634+17.17
HIGH PT ELEV: 1763.54
D r a w i n g
F i l e
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S c a l e
P l o t
S c a l e
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A c t i o n S y m
D r a w n
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D a t e
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P R
I M
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A C
T O
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D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
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N G
I N
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D r a w i n g
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D r a w n
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D e s c r i p t i o n A p p v d
C I T
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C O
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C O
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R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
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Reference number:
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R I Z
O N
A
T
A
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C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ102
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
M
A
T
C
H
L
I
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
1641+00
1642+00
1644+00
1645+00
1646+00
1647+00
1648+00
1649+00
1650+00
1651+00
1652+00
C
F
C
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
P C
P
C
P C
P
T
P T
P T
N88° 45' 09.86"E
208.30'
S81° 08' 32.35"E
9.18'
N 87°
02' 1 2.9
0"E
109.0 1'
S88° 26' 31.82"E
677.88'
Δ=10.1049
L=88.18
R=500.00
Δ=11.8208
L=82.52
R=400.00
R =1000.00
L=78.90
Δ=4.5209
1642+00
1643+00
1644+00
1645+00
1646+00
1647+00
1648+00
1649+00
1650+00
1651+00
1652+00
0.01%
0.35%
PVI STA: 1642+41.25
PVI ELEV: 1765.19
K: 785.10
LVC: 150.00
BVCS: 1641+66.25
BVCE: 1765.04
EVCS: 1643+16.25
EVCE: 1765.20
HIGH PT. STA: 1643+16.25
HIGH PT ELEV: 1765.20
PVI STA: 1645+54.56
PVI ELEV: 1765.22
K: 291.20
LVC: 100.00
BVCS: 1645+04.56
BVCE: 1765.22
EVCS: 1646+04.56
EVCE: 1765.40
LOW PT. STA: 1645+04.56
LOW PT ELEV: 1765.22
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
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I S
T R
I C
T
A N
C H
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A G
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Reference number:
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S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
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CJ103
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SEE NOTE 1 SEE NOTE 1
SEE NOTE 1
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
NOTES:
1. CONNECT TO EXISTING ROAD WITH A SMOOTH TRANSITION.
M A
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H L I N
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M A
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H L I N
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50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
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SCATTERED BRUSH
1652+00
1653+00 1654+00 1655+00 1656+00 1657+00 1658+00 1659+00 1660+00
1661+00
1662+00 1663+00
C
C
CC
F
F
F
F F F F F F F F
F F F
F F
F F
F
F
F F
F
F
C
C
C
C
C
C C C
C
C
C
C C
C C
C
C C C C C C C C C
C C C
C
C C
C
C C
C
C
C
C
C
C
C
C
C
C C
C C C C
C C
C C C
P C
P C
P C
P T
P T
P T
N89° 51' 57.07"E
599.18'
S89° 15' 31.35"E
291.11'
Δ=1.7127
L=29.89
R=1000.00
Δ=1.6920
L=29.53
R=1000.00
Δ=0.8754
L=30.56
R=2000.00
1652+00
1653+00
1654+00
1655+00
1656+00
1657+00
1658+00
1659+00
1660+00
1661+00
1662+00
1663+00
0.11%
0.35%
PVI STA: 1659+36.37
PVI ELEV: 1770.09
K: 836.42
LVC: 200.00
BVCS: 1658+36.37
BVCE: 1769.74
EVCS: 1660+36.37
EVCE: 1770.21
HIGH PT. STA: 1660+36.37
HIGH PT ELEV: 1770.21
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
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C I T
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R e c o m m e n d e d
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B r a n i e f
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C h i e f
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A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
A Z
W
P
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A P
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I F
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I T
E
P
R E
P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ104
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
SEE NOTE 1
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
NOTES:
1. CONNECT TO EXISTING ROAD WITH A SMOOTH TRANSITION.
M A
T C
H L I N
E
C
J
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
1663+00
1664+00
1665+00
1666+00
1667+00
1668+00
1669+00
1670+00
1671+00
1672+00
1673+00
F
C
F
F
F
F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
F
F
F
F F F F
F
F F
F
F
F F
F
F
C
C
C
C C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C C
C C
C
C
P C
P T
N89° 01' 43.06"E
1118.81'
Δ=1.7127
L=29.89
R=1000.00
N
W
1663+00
1664+00
1665+00
1666+00
1667+00
1668+00
1669+00
1670+00
1671+00
1672+00
1673+00
0.11%
0.4 8%
PVI STA: 1665+32.05
PVI ELEV: 1770.77
K: 269.78
LVC: 100.00
B V
C S
B V
C E
E V
C S
E V
C E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
A Z
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I F
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A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
A Z
W
P
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RTA
I F
T
S
I T
E
P
R E
P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ105
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
SEE NOTE 1
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text 1771.05
HV-086
1682+00
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P
P
C
P
C
P C
P
T
P
T
P T
P
S
E
S
E
S42° 15' 18.99"E
35.81'
R
L
Δ
Δ=3.8347
L=33.46
R=500.00
R
.0
L
.9
Δ
.0
R
L
Δ
S
W
TO HV-028
1673+00
1674+00
1675+00
1676+00
1677+00
1678+00
1679+00
1680+00
1681+00
0.4 8%
0.22%
PVI STA: 1676+05.47
PVI ELEV: 1775.97
K: 375.47
LVC: 100.00
BVCS: 1675+55.47
BVCE: 1775.73
EVCS: 1676+55.47
EVCE: 1776.08
HIGH PT. STA: 1676+55.47
HIGH PT ELEV: 1776.08
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
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S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
A Z
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I F
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P
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P
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S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ106
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A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
SEE NOTE 1
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
EXISTING GRADE
FINISHED GRADE
16FT WIDE ROAD
NOTES:
1. CONNECT TO EXISTING ROAD WITH A SMOOTH TRANSITION.
M
A
T
C
H
L
I
M
A
T
C
H
L
I
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
1685+00 1686+00 1687+00 1688+00 1689+00 1690+00 1691+00 1692+00 1693+00
C
F F
F F
C
F
F
F
F F
F
F
F
F
F F F F
F
F
F
F F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C C C C
C
C
C
C C
C
C C
C
C C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
C
C
C
P
P
P
P T
S42° 15' 18.99"E
35.81'
S0° 06' 34.69"E
1626.09'
R
L
Δ
R
L
Δ
1681+00
1682+00
1683+00
1684+00
1685+00
1686+00
1687+00
1688+00
1689+00
1690+00
1691+00
1692+00
0.22%
0.56%
PVI STA: 1686+37.32
PVI ELEV: 1778.22
K: 258.46
LVC: 200.00
BVCS: 1685+37.32
BVCE: 1778.00
EVCS: 1687+37.32
EVCE: 1777.66
HIGH PT. STA: 1685+93.64
HIGH PT ELEV: 1778.06
PVI STA: 1691+18.44
PVI ELEV: 1775.54
K: 567.79
LVC: 200.00
BVCS: 1690+18.44
BVCE: 1776.10
EVCS: 1692+18.44
EVCE: 1775.34
LOW PT. STA: 1692+18.44
LOW PT ELEV: 1775.34
PVI ELEV: 1775.54
K: 567.79
LVC: 200.00
B V
C S
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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T O
H O
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D H
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I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
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D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
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D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
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A G
E
A
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A
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I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
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S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ107
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A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
SEE NOTE 1
GRAPHIC SCALE IN FEET
20 4040 80 120
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"=4' VERTICAL
1"=40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"=40'
NOTES:
1. CONNECT TO EXISTING ROAD WITH A SMOOTH TRANSITION.
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
M
A
T
C
H
L
I
N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1692+00 1693+00 1694+00 1695+00 1696+00 1697+00 1698+00 1699+00 1700+00 1701+00
F
C
C
C
C
F
F
F
F F
F
F
F
F
F F
F
F F
F F
F
F F F F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
P C
P C
PC: 1
704+92.33
P T
PT: 1705+28.49
S4° 56' 01.94"W
62.16'
N
E
S0° 06' 34.69"E
1626.09'
R=1000 .0
L=88 .0
Δ=5 .0
Δ=97.2651
L=101.86
R=60.00
1692+00
1693+00
1694+00
1695+00
1696+00
1697+00
1698+00
1699+00
1700+00
1701+00
1702+00
.9
% 0
.9
0.25%
0.4 7%
0.20%
PVI STA: 1694+04.96
PVI ELEV: 1774.96
K: 69.72
LVC: 50.00
BVCS: 1693+79.96
BVCE: 1775.01
EVCS: 1694+29.96
EVCE: 1774.73
HIGH PT. STA: 1693+79.96
HIGH PT ELEV: 1775.01
PVI STA: 1696+42.18
PVI ELEV: 1775.06
K: 67.88
LVC: 50.00
BVCS: 1696+17.18
BVCE: 1774.81
EVCS: 1696+67.18
EVCE: 1775.12
HIGH PT. STA: 1696+67.18
HIGH PT ELEV: 1775.12
PVI STA: 1695+22.36
PVI ELEV: 1773.88
K: 26.20
LVC: 50.00
BVCS: 1694+97.36
BVCE: 1774.11
EVCS: 1695+47.36
EVCE: 1774.13
LOW PT. STA: 1695+21.49
LOW PT ELEV: 1774.00
PVI STA: 1699+07.83
PVI ELEV: 1775.73
K: 903.06
LVC: 200.00
BVCS: 1698+07.83
BVCE: 1775.48
EVCS: 1700+07.83
EVCE: 1776.20
LOW PT. STA: 1698+07.83
LOW PT ELEV: 1775.48
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
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A G
E
A
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A
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O
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Reference number:
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A
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I O
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A
R I Z
O N
A
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A
J O
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A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
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E
N G
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Reference number:
Sheet of
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A
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A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
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C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ108
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A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
SEE NOTE 1
AJO-0446-W1
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
DRAINAGE IMPROVEMENTS
LABEL BEGIN STATION END STATION TYPE
AJO-0446-W1 1694+38 1696+01 DETAIL E/C-502
NOTES:
1. CONNECT TO EXISTING ROAD WITH A SMOOTH TRANSITION.
12 FT WIDE ROAD
TYP. PROTECT EXISTING
FENCE LINE TO REMAIN
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1704+00
1705+00
1706+00
1707+00
1708+00
1711+00
1712+00
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
PC: 1700+83.93
P C
: 1
.1
P C
P C
P
C
P C
P T
: 1
.9
PT: 1703+35.96
P T
P
T
P T
S4° 56' 01.94"W
62.16'
N87° 4 0' 0
7.49"E
156.3 7'
S88° 11' 15.03"E
294.01'
N
E
N87° 4 0' 4
3.18"E
130.6 1'
R
L
Δ
Δ=97.2651
L=101.86
R=60.00
Δ=4.1437
L=36.16
R=500.00
R=500.0
L=107.0
Δ=12.2
R
L
Δ
.1
R
L
Δ
N
E
TO HV-029
1702+00
1703+00
1704+00
1705+00
1706+00
1707+00
1708+00
1709+00
1710+00
1711+00
1712+00
0.4 8%
0.4 7%
PVI STA: 1704+13.76
PVI ELEV: 1778.12
K: 16802.05
LVC: 200.00
BVCS: 1703+13.76
BVCE: 1777.64
EVCS: 1705+13.76
EVCE: 1778.60
LOW PT. STA: 1703+13.76
LOW PT ELEV: 1777.64
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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A
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A
R I Z
O N
A
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A
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A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
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A N
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A G
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A
L A
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Reference number:
Sheet of
HGFEDCBA
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I F
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A
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R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
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C
A S
A
G
R A
N D
E
A Z
C
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T C
A A
J O
CJ109
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A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
NOTES:
1. CONNECT ALL EXISTING ROADS WITH A SMOOTH TRANSITION.
2. REMOVE FENCE AND POSTS WITHIN 15FT OF NEW ROAD
ALIGNMENT. INSTALL NEW END POST AND RECONNECT THE
REMAINING FENCE.
SEE NOTE 1
SEE NOTE 2
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
M A
T C
H L
IN
E C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P
C
P C
P T
P
T
N
E
N
' 5
.3
"E
.0
N
E
R
.0
L
Δ
R
L
Δ
S65° 21' 29.26"W
280.84'
1712+00
1713+00
1714+00
1715+00
1716+00
1717+00
1718+00
1719+00
1720+00
1721+00
1722+00
0.4 8%
0.16%
PVI STA: 1712+86.37
PVI ELEV: 1782.34
K: 307.58
LVC: 100.00
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA: 1721+83.08
PVI ELEV: 1783.77
K: 346.10
LVC: 100.00
BVCS: 1721+33.08
BVCE: 1783.69
EVCS: 1722+33.08
EVCE: 1783.99
LOW PT. STA: 1721+33.08
LOW PT ELEV: 1783.69
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
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O
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N G
I N
E E
R S
Reference number:
Sheet of
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D r a w i n g
F i l e
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P l o t
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D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
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D a t e
S T
A T
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P R
I M
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A C
T O
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D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
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E
N G
I N
E E
R
D
I S
T R
I C
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A N
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Reference number:
Sheet of
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A
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R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
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C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ110
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A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M
A
T
C
H
L
I
M
A
T
C
H
L
I
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text 1783.10
HV-085
1730+00
F
C
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
P C
P
C
P C
P C
P T
P
T
P T
P T
P T
N
' 4
.9
"E
.7
N
E
N
' 5
.2
E
.2
N62° 03' 30.38"E
137.00'
N
' 1
.6
E
Δ=6.7251
L=58.69
R=500.00
R
L
Δ
Δ=4.5072
L=39.33
R=500.00
Δ=3.9795
L=34.73
R=500.00
1722+00
1723+00
1724+00
1725+00
1726+00
1727+00
1728+00
1729+00
1730+00
1731+00
1732+00
1733+00
0.03%
0.4 5%
.9
PVI STA: 1728+47.60
PVI ELEV: 1788.29
K: 113.42
LVC: 100.00
BVCS: 1727+97.60
BVCE: 1787.83
EVCS: 1728+97.60
EVCE: 1788.31
HIGH PT. STA: 1728+97.60
HIGH PT ELEV: 1788.31
PVI STA: 1725+17.04
PVI ELEV: 1785.26
K: 426.71
LVC: 200.00
BVCS: 1724+17.04
BVCE: 1784.81
EVCS: 1726+17.04
EVCE: 1786.18
LOW PT. STA: 1724+17.04
LOW PT ELEV: 1784.81
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
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A
C O
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N G
I N
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O N
A
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A
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C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
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D a t e
S T
A T
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P R
I M
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D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
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R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
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Reference number:
Sheet of
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A
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A A
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CJ111
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A
N
A
O
F I
A
T
O
T
E D
C E
P O
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N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M
A T
C H
L I N
E
C
J
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
SCATTERED BRUSH
1740+00
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P
P
P
P
P C
P
P
P
P T
P
T
N
E
N60° 03' 04.43"E
47.94'
N
E
S
E
S ° 0
' 4
.1
"E
.8
R
L
Δ
R
L
Δ
R
L
Δ
R
L
Δ
R
.0
L
Δ
.5
1733+00
1734+00
1735+00
1736+00
1737+00
1738+00
1739+00
1740+00
1741+00
1742+00
1743+00
1744+00
0.03%
0.23%
PVI STA: 1739+32.20
PVI ELEV: 1788.67
K: 510.20
LVC: 100.00
B V
C S
B V
C E
E V
C S
E V
C E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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A Z
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P
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P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
A Z
W
P
L
R
A P
R
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I F
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S
I T
E
P
R E
P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ112
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
SEE NOTE 1
16FT WIDE ROAD
SEE NOTE 1
M A
T C
H L I N
E
C
J
M
A
T
C
H
L
I
N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
DIRT
1748+00
1749+00
1750+00
1751+00
1752+00
1753+00
1754+00
1755+
C
F
C
F
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P C
P
C
P C
P
T
P T
P T
S ° 0
' 4
.1
"E
S
E
N87° 4 4' 2
6.14"E
617.24'
R
L
Δ
.5
R
.0
L
.6
Δ
.6
Δ=2.0763
L=36.24
R=1000.00
1744+00
1745+00
1746+00
1747+00
1748+00
1749+00
1750+00
1751+00
1752+00
1753+00
1754+00
1755+00
0.23%
0.33%
PVI STA: 1752+10.39
PVI ELEV: 1791.62
K: 1946.51
LVC: 200.00
B V
C S
B V
C E
E V
C S
E V
C E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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P
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I F
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I T
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P
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P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
A Z
W
P
L
R
A P
R
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I F
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S
I T
E
P
R E
P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ113
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
SCATTERED BRUSH
1755+
F
F
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P C
P T
N
.6
"E
.7
Δ=2.0763
L=36.24
R=1000.00
1755+00
1756+00
1757+00
1758+00
1759+00
1760+00
1761+00
1762+00
1763+00
1764+00
1765+00
0.33%
0.5 8%
PVI STA: 1758+65.26
PVI ELEV: 1793.81
K: 808.09
LVC: 200.00
BVCS: 1757+65.26
BVCE: 1793.48
EVCS: 1759+65.26
EVCE: 1794.39
LOW PT. STA: 1757+65.26
LOW PT ELEV: 1793.48
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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A Z
W
P
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I F
T
S
I T
E
P
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P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ114
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M A
T C
H L I N
E
C
J
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
SCATTERED BRUSH
1767+00
1768+00
1769+00
C
C
C
C
C
C
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P C
P C
P
P T
P
N87° 2 6' 0
7.6 1"E
268.0 5'
N
E
N
E
R
0.0
L
61.
Δ 1.
R
L
Δ
Δ=6.2589
L=54.62
R=500.00
1765+00
1766+00
1767+00
1768+00
1769+00
1770+00
1771+00
1772+00
1773+00
1774+00
0.5 8%
.7
PVI STA: 1769+57.57
PVI ELEV: 1800.16
K: 488.15
LVC: 100.00
B V
C S
B V
C E
E V
C S
E V
C E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
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I F
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P
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A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
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A
C O
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S
O
F
E
N G
I N
E E
R S
Reference number:
Sheet of
HGFEDCBA
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W
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I F
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I T
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P
R E
P
A
S
A
G
R A
N D
E
A
O R
T O
H O
O
D H
T
I O
N
A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ115
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
NOTES:
1. CONNECT TO EXISTING ROAD WITH A SMOOTH TRANSITION.
SEE NOTE 1
M
A
T
C
H
L
I
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text
SCATTERED BRUSH
AutoCAD SHX Text
1776+
1777+
1778+
1779+
1780+
1783+00
F
F
C
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P C
P C
P C
P
P
P T
P T
P
P
N
E
N 43° 50' 44.40"E
466.27'
N17° 26' 04.08"E
43.77'
N60° 32' 08.37"E
68.85'
Δ=6.2589
L=54.62
R=500.00
Δ=3.7028
L=32.31
R=500.00
Δ=26.4112
L=92.19
R=200.00
R
L
Δ
N
W
TO HV-032
1774+00
1775+00
1776+00
1777+00
1778+00
1779+00
1780+00
1781+00
1782+00
1783+00
1784+00
0.5 6%
.7
PVI STA: 1777+09.35
PVI ELEV: 1806.07
K: 896.54
LVC: 200.00
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA: 1781+38.76
PVI ELEV: 1808.48
K: 47.15
LVC: 100.00
BVCS: 1780+88.76
BVCE: 1808.20
EVCS: 1781+88.76
EVCE: 1807.71
HIGH PT. STA: 1781+15.30
HIGH PT ELEV: 1808.28
PVI STA: 1782+78.99
PVI ELEV: 1806.30
K: 51.63
LVC: 150.00
BVCS: 1782+03.99
BVCE: 1807.47
EVCS: 1783+53.99
EVCE: 1807.31
LOW PT. STA: 1782+84.43
LOW PT ELEV: 1806.84
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
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A
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R A
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I O
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A
R I Z
O N
A
T
A
J O
C
A S
A
G
R A
N D
E
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
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A N
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E
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Reference number:
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A
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R A
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H O
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I O
N
A
R I Z
O N
A
T
A
J O
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A S
A
G
R A
N D
E
A Z
C
J
T C
A A
J O
CJ116
R O
A
N
A
O
F I
A
T
O
T
E D
C E
P O
A E
N D
B
J E
F
C E
P O
A E
N D
B C
S
T L
S G
M
A
S G
C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M
A
T
C
H
L
I
M A
T C
H L I N
E
C
J
50FT 25 YEAR
R.O.W. BOUNDARY
AutoCAD SHX Text N
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SCATTERED BRUSH
1789+00
1790+00
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P
P C
P
P C
P
P
C
P
P
P
P
P T
P
P T
P
P
T
P
P
P
N60° 32' 08.37"E
68.85'
N35° 40' 12.34"E
73.16'
N5° 25' 37.82"E
73.04'
N41° 28' 01.70"E
122.38'
N2° 36' 14.08"W
27.03'
N51° 31' 26.33"E
79.61'
N
E
S73° 51' 52.20"E
85.24'
Δ=24.8656
L=108.50
R=250.00
R
L
Δ
R
L
Δ
Δ=44.0711
L=57.69
R=75.00
Δ=54.1279
L=56.68
R=60.00
R
L
Δ
R
L
Δ
Δ=5.3202
L=23.21
R=250.00
S79° 44' 24.77"E
32.92'
1784+00
1785+00
1786+00
1787+00
1788+00
1789+00
1790+00
1791+00
1792+00
1793+00
1794+00
1795+00
0.10%
0.59%
0.59%
PVI STA: 1784+82.83
PVI ELEV: 1809.05
K: 69.15
LVC: 100.00
BVCS: 1784+32.83
BVCE: 1808.37
EVCS: 1785+32.83
EVCE: 1809.00
HIGH PT. STA: 1785+26.01
HIGH PT ELEV: 1809.00
PVI STA: 1790+58.30
PVI ELEV: 1808.48
K: 144.49
LVC: 100.00
BVCS: 1790+08.30
BVCE: 1808.53
EVCS: 1791+08.30
EVCE: 1808.78
LOW PT. STA: 1790+22.56
LOW PT ELEV: 1808.52
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n S y m
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
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A
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D e s c r i p t i o n A p p v d
C I T
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C O
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R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
B r a n i e f
S e c t i o n
C h i e f
U S
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CJ117
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B C
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T L
S G
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C I V
I L
EXISTING GRADE
FINISHED GRADE
TCA-AJO-0446 ROAD PROFILE
SCALE: 1"= 4' VERTICAL
1"= 40' HORIZONTAL
TCA-AJO-0446 ROAD PLAN
SCALE: 1"= 40'
GRAPHIC SCALE IN FEET
20 4040 80 120
16FT WIDE ROAD
M
A
T
C
H
L
I
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