id-a2013004_xs_layout_lowell.pdf
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2530 2530
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2520 2520
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2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lowell Road Approach
Sheet 12:02 PM 26 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LOWELL.dgn
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 331+18.85 R 1
Overlay Grade = 2,542.518 (Prof. Adj.)
Original Ground = 2,541.813
Milled Grade = 2,541.313
CL
-2.165% +2.160% +2.160%
W id e n e d
E d g e o f
P a v e m e n t
1:1.51:20.2<
D
L
D it c h
G r a d e
O f f s e t=
.1
R T
E le v
1.
O f f s e t= .0
L T
E le v
1.
O f f s e t=
.4
R T
E le v
1.
O f f s e t=
.7
1' R
T
E le v
1.
O f f s e t= .0
L T
E le v
1.
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 331+25.00 R 1
Overlay Grade = 2,542.406 (Prof. Adj.)
Original Ground = 2,541.715
Milled Grade = 2,541.215
CL
-1.862% +1.655% +1.655%
W id e n e d
E d g e o f
P a v e m e n t
1:1.51:20.2<
D c h
G r a d e
O f f s e t=
.7
R T
E le v
.9
O f f s e t= .9
L T
E le v
1.
O f f s e t=
.3
R T
E le v
.9
O f f s e t=
.9
R T
E le v
1.
O f f s e t= .0
L T
E le v
1.
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 331+50.00 R 1
Overlay Grade = 2,542.018 (Prof. Adj.)
Original Ground = 2,541.442
Milled Grade = 2,540.942
CL
-0.631% -0.402% -0.402%-0.402%<
W id e n e d
E d g e o f
P a v e m e n t
1:1.51:20<
D c h
G r a d e
O f f s e t=
.5
R T
E le v
.5
O f f s e t= .4
L T
E le v
1.
O f f s e t=
.7
R T
E le v
.6
O f f s e t=
.5
R T
E le v
.6
O f f s e t= .3
L T
E le v
.6
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 331+65.46 R 1
Overlay Grade = 2,541.833 (Prof. Adj.)
Original Ground = 2,541.369
Milled Grade = 2,540.869
CL
+0.131% -1.673% -1.673%-1.673% <
W id e n e d
E d g e o f
P a v e m e n t
1:1.51:1.5
O f f s e t=
.5
1' R
T
E le v
.5
O f f s e t= 1.
1' L
T
E le v
.4
O f f s e t=
.4
R T
E le v
.2
O f f s e t=
.5
R T
E le v
.3
O f f s e t= .0
L T
E le v
.0
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lowell Road Approach
Sheet 22:02 PM 26 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LOWELL.dgn
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 331+74.15 R 1
Overlay Grade = 2,541.747 (Prof. Adj.)
Original Ground = 2,541.375
Milled Grade = 2,540.875
CL
+0.187% -1.805% -1.805%-1.805% <
W id e n e d
E d g e o f
P a v e m e n t
1:1.51:1.5
O f f s e t=
.3
R T
E le v
.6
O f f s e t= .6
1' L
T
E le v
.2
O f f s e t=
.7
R T
E le v
.0
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .2
L T
E le v
.9
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 331+75.00 R 1
Overlay Grade = 2,541.740 (Prof. Adj.)
Original Ground = 2,541.375
Milled Grade = 2,540.875
CL
+0.193% -1.817%+0.193%<
W id e n e d
E d g e o f
P a v e m e n t
-1.817%-1.817% <
W id e n e d
E d g e o f
P a v e m e n t
1:1.51:1.5
O f f s e t=
.3
R T
E le v
.6
O f f s e t= .9
L T
E le v
.0
O f f s e t=
.7
R T
E le v
.0
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .2
L T
E le v
.9
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 332+00.00 R 1
Overlay Grade = 2,541.573 (Prof. Adj.)
Original Ground = 2,541.410
Milled Grade = 2,540.910
CL
+0.356% -2.195%+0.356%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:1.5
O f f s e t=
.6
R T
E le v
.2
O f f s e t= .3
L T
E le v
1.
O f f s e t=
.9
R T
E le v
.9
O f f s e t= .1 L T
E le v
.8
O f f s e t= .6
L T
E le v
.8
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 332+21.45 R 1
Overlay Grade = 2,541.517 (Prof. Adj.)
Original Ground = 2,541.467
Milled Grade = 2,540.967
CL
+0.495% -2.520%+0.495%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20
D c h
G r a d e
O f f s e t=
.7
R T
E le v
.3
O f f s e t= .3
1' L
T
E le v
.8
O f f s e t=
.8
R T
E le v
.9
O f f s e t= .0
L T
E le v
1.
O f f s e t= .5
L T
E le v
1.
100100
100100
2520 2520
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2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lowell Road Approach
Sheet 32:02 PM 26 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LOWELL.dgn
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 332+25.00 R 1
Overlay Grade = 2,541.516 (Prof. Adj.)
Original Ground = 2,541.471
Milled Grade = 2,540.971
CL
+0.518% -2.573%+0.518%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20
D c h
G r a d e
O f f s e t=
.2
R T
E le v
.3
O f f s e t= .1 L T
E le v
.8
O f f s e t=
.3
1' R
T
E le v
.9
O f f s e t= .1 1' L
T
E le v
1.
O f f s e t= .5
L T
E le v
1.
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 332+29.63 R 1
Overlay Grade = 2,541.518 (Prof. Adj.)
Original Ground = 2,541.475
Milled Grade = 2,540.975
CL
+0.549% -2.643%+0.549%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20
D c h
G r a d e
-2.643%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 -C an 't D ra w
T o
G ro un d
A t D ef in ed
S lo pe
O f f s e t=
.3
R T
E le v
.3
O f f s e t= .1 1' L
T
E le v
.8
O f f s e t=
.9
R T
E le v
.9
O f f s e t=
.1
R T
E le v
.9
O f f s e t= .2
L T
E le v
1.
O f f s e t= .6
L T
E le v
1.
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 332+45.00 R 1
Overlay Grade = 2,541.550 (Prof. Adj.)
Original Ground = 2,541.544
Milled Grade = 2,541.044
CL
+0.649% -2.876%+0.649%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20
D c h
G r a d e
-2.876%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:1 .5
O f f s e t=
.1
R T
E le v
.5
O f f s e t= .1 L T
E le v
.9
O f f s e t=
.5
R T
E le v
.1
O f f s e t=
.1
R T
E le v
.1
O f f s e t= .9
L T
E le v
1.
O f f s e t= .4
L T
E le v
1.
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 332+50.00 R 1
Overlay Grade = 2,541.570 (Prof. Adj.)
Original Ground = 2,541.567
Milled Grade = 2,541.067
CL
+0.681% -2.951%+0.681%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:20
D c h
G r a d e
-2.951%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:1 .5
O f f s e t=
.4
R T
E le v
.6
O f f s e t= .2
1' L
T
E le v
.9
O f f s e t=
.8
R T
E le v
.1
O f f s e t=
.6
R T
E le v
.2
O f f s e t= .2
L T
E le v
1.
O f f s e t= .6
L T
E le v
1.
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