id-a2013004_100__xs_layout_lake0.pdf
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Plotted cross-sections of earthwork. ID CANYON 2013(1) 1 of 6
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100100
100100
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2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 11:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
O
H
P o w e r
L in e
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. 16+52.56 R 1
Overlay Grade = 2,551.297 (Prof. Adj.)
Original Ground = 2,551.297
Milled Grade = 2,550.797
CL
+0.289%+0.289%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:5.7
1:2.8 <
W id e n e d
E d g e o f
P a v e m e n t
1:
-0.747% -0.747%
O f f s e t=
.1
R T
E le v
.9
O f f s e t= 1.
L T
E le v
1.
O f f s e t= 1.
L T
E le v
.8
O f f s e t= .0
L T
E le v
.9
O f f s e t= .7
1' L
T
E le v
.9 w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
Sta. 16+63.55 R 1
Overlay Grade = 2,551.262 (Prof. Adj.)
Original Ground = 2,551.219
Milled Grade = 2,550.719
CL
-0.199% -0.496%-0.199%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3.6 -0.496%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:4
1:2
O f f s e t=
.3
R T
E le v
.4
O f f s e t= .0
L T
E le v
.4
O f f s e t=
.9
R T
E le v
.2
O f f s e t=
.9
R T
E le v
.2
O f f s e t=
.2
R T
E le v
.2
O f f s e t= .4
L T
E le v
.6
O f f s e t= .0
L T
E le v
.6
E x is ti n g
U G
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 16+75.00 R 1
Overlay Grade = 2,551.225 (Prof. Adj.)
Original Ground = 2,551.095
Milled Grade = 2,550.595
CL
-0.708% -1.005%-0.708%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20.41:3
.1 -1.005%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3.2 1:1 .6
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
.4
O f f s e t=
.5
1' R
T
E le v
.1
O f f s e t= .3
R T
E le v
.1
O f f s e t= .6
R T
E le v
.1
O f f s e t= .7
L T
E le v
.4
O f f s e t= .7
L T
E le v
.4
O f f s e t= .7
L T
E le v
.4
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 16+77.52 R 1
Overlay Grade = 2,551.217 (Prof. Adj.)
Original Ground = 2,551.059
Milled Grade = 2,550.559
CL
-0.820% -1.117%-0.820%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20.21:3
-1.117%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3.1 1:1 .5
O f f s e t=
.4
R T
E le v
.6
O f f s e t= 1.
L T
E le v
.3
O f f s e t=
1.
R T
E le v
.1
O f f s e t= .6
R T
E le v
.1
O f f s e t= .9
R T
E le v
.1
O f f s e t= .3
L T
E le v
.4
O f f s e t= .4
L T
E le v
.4
O f f s e t= .4
L T
E le v
.4
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 21:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 16+82.31 R 1
Overlay Grade = 2,551.202 (Prof. Adj.)
Original Ground = 2,550.992
Milled Grade = 2,550.492
CL
-1.033% -1.330%-1.033%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:31:1.5
-1.330%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
1.
R T
E le v
.7
O f f s e t= .7
L T
E le v
.6
O f f s e t=
.7
R T
E le v
.1
O f f s e t= .7
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= .0
L T
E le v
.3
O f f s e t= .2
1' L
T
E le v
.3
O f f s e t= .2
1' L
T
E le v
.3
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. 16+97.39 R 1
Overlay Grade = 2,551.153 (Prof. Adj.)
Original Ground = 2,550.887
Milled Grade = 2,550.387
CL
-1.703% -2.000%-1.703%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:31:572.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
1:3
O f f s e t=
.3
R T
E le v
.8
O f f s e t= .9
L T
E le v
.0
O f f s e t=
.4
R T
E le v
.0
O f f s e t= .4
R T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.1
O f f s e t= .4
L T
E le v
.0
O f f s e t= .4
L T
E le v
.0
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+00.00 R 1
Overlay Grade = 2,551.145 (Prof. Adj.)
Original Ground = 2,550.870
Milled Grade = 2,550.370
CL
-1.819% -2.000%-1.819%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
1:3
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
.7
O f f s e t=
.4
R T
E le v
.0
O f f s e t= .4
R T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.0
O f f s e t= .5
L T
E le v
.0
O f f s e t= .5
L T
E le v
.0
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. 17+04.07 R 1
Overlay Grade = 2,551.132 (Prof. Adj.)
Original Ground = 2,550.842
Milled Grade = 2,550.342
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
1:3
O f f s e t=
.3
R T
E le v
.9
O f f s e t= 1.
L T
E le v
.9
O f f s e t=
.4
R T
E le v
.0
O f f s e t= .4
R T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.0
O f f s e t= .5
L T
E le v
.9
O f f s e t= .5
L T
E le v
.9
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 31:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+20.00 R 1
Overlay Grade = 2,551.081 (Prof. Adj.)
Original Ground = 2,550.776
Milled Grade = 2,550.276
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 1:1 .5
O f f s e t=
1.
R T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
O f f s e t=
.4
R T
E le v
.9
O f f s e t= .4
R T
E le v
.9
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.9
O f f s e t= .6
1' L
T
E le v
.9
O f f s e t= .6
1' L
T
E le v
.9
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+25.00 R 1
Overlay Grade = 2,551.065 (Prof. Adj.)
Original Ground = 2,550.762
Milled Grade = 2,550.262
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 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
.8
O f f s e t=
.4
R T
E le v
.9
O f f s e t= .4
R T
E le v
.9
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.9
O f f s e t= .5
L T
E le v
.9
O f f s e t= .5
L T
E le v
.9
E x is ti
P h o n e
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+39.57 R 1
Overlay Grade = 2,551.018 (Prof. Adj.)
Original Ground = 2,550.715
Milled Grade = 2,550.215
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
1:3
O f f s e t=
.1
R T
E le v
.8
O f f s e t= .3
L T
E le v
.7
O f f s e t=
.4
R T
E le v
.9
O f f s e t= .4
R T
E le v
.9
O f f s e t= .0
R T
E le v
.9
O f f s e t= .0
L T
E le v
.9
O f f s e t= .4
L T
E le v
.8
O f f s e t= .4
L T
E le v
.8
E x is ti
P h o n e w e r
L in e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+47.74 R 1
Overlay Grade = 2,550.991 (Prof. Adj.)
Original Ground = 2,550.680
Milled Grade = 2,550.180
CL
-2.000% -2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t=
.4
R T
E le v
.8
O f f s e t= .2
L T
E le v
.5
O f f s e t= .4
R T
E le v
.8
O f f s e t= .0
R T
E le v
.9
O f f s e t= .0
L T
E le v
.8
O f f s e t= .7
L T
E le v
.6
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 41:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+50.00 R 1
Overlay Grade = 2,550.984 (Prof. Adj.)
Original Ground = 2,550.669
Milled Grade = 2,550.169
CL
-2.000% -2.000%-2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3.7
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
.0
R T
E le v
.3
O f f s e t= .1 L T
E le v
.5
O f f s e t= .4
R T
E le v
.8
O f f s e t= .0
R T
E le v
.9
O f f s e t= .0
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.5
E x is ti
P h o n e w e r
L in e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+54.91 R 1
Overlay Grade = 2,550.967 (Prof. Adj.)
Original Ground = 2,550.644
Milled Grade = 2,550.144
CL
-2.000% -2.000%-2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
.4
R T
E le v
.1
O f f s e t= .3
L T
E le v
.0
O f f s e t= .4
R T
E le v
.8
O f f s e t= .0
R T
E le v
.8
O f f s e t= .0
L T
E le v
.7
O f f s e t= .0
L T
E le v
.4
O f f s e t= .0
L T
E le v
.2
O f f s e t= .8
L T
E le v
.0
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. 17+57.33 R 1
Overlay Grade = 2,550.959 (Prof. Adj.)
Original Ground = 2,550.632
Milled Grade = 2,550.132
CL
-2.000% -2.000%-2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .6
L T
E le v
.0
O f f s e t= .5
R T
E le v
.8
O f f s e t= .0
R T
E le v
.8
O f f s e t= .0
L T
E le v
.7
O f f s e t= .0
L T
E le v
.4
O f f s e t= .0
L T
E le v
.2
E x is ti
P h o n e w e r
L in e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+64.88 R 1
Overlay Grade = 2,550.933 (Prof. Adj.)
Original Ground = 2,550.593
Milled Grade = 2,550.093
CL
-2.000% -2.000%-2.000%-5.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .1
R T
E le v
.2
O f f s e t= .4
L T
E le v
.0
O f f s e t= .5
R T
E le v
.7
O f f s e t= .0
R T
E le v
.8
O f f s e t= .0
L T
E le v
.7
O f f s e t= .0
L T
E le v
.3
O f f s e t= .9
L T
E le v
.0
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 51:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.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. 17+69.18 R 1
Overlay Grade = 2,550.917 (Prof. Adj.)
Original Ground = 2,550.572
Milled Grade = 2,550.072
CL
-2.000% -2.000%-2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .7
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= .6
R T
E le v
.7
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.7
O f f s e t= .0
L T
E le v
.3
O f f s e t= .0
L T
E le v
.1
E x is ti
P h o n e w e r
L in e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+74.81 R 1
Overlay Grade = 2,550.897 (Prof. Adj.)
Original Ground = 2,550.543
Milled Grade = 2,550.043
CL
-2.000% -2.000%-2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .9
R T
E le v
.6
O f f s e t= .6
L T
E le v
.0
O f f s e t= .6
R T
E le v
.7
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.6
O f f s e t= .0
L T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .1 L T
E le v
.0
E x is ti
P h o n e w e r
L in e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+75.00 R 1
Overlay Grade = 2,550.896 (Prof. Adj.)
Original Ground = 2,550.542
Milled Grade = 2,550.042
CL
-2.000% -2.000%-2.000%-5.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .9
R T
E le v
.6
O f f s e t= .6
L T
E le v
.0
O f f s e t= .6
R T
E le v
.7
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.6
O f f s e t= .7
L T
E le v
.3
O f f s e t= .7
L T
E le v
.1
O f f s e t= .1 L T
E le v
.0
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+82.02 R 1
Overlay Grade = 2,550.871 (Prof. Adj.)
Original Ground = 2,550.507
Milled Grade = 2,550.007
CL
-2.000% -2.000%-2.000%-5.000%
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 -2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .0
R T
E le v
.2
O f f s e t= .8
L T
E le v
.2
O f f s e t= .7
R T
E le v
.6
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.6
O f f s e t= .9
L T
E le v
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 61:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 17+90.18 R 1
Overlay Grade = 2,550.840 (Prof. Adj.)
Original Ground = 2,550.468
Milled Grade = 2,549.968
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t=
.2
R T
E le v
.7
O f f s e t= .0
L T
E le v
.5
O f f s e t= .8
1' R
T
E le v
.6
O f f s e t= .0
R T
E le v
.6
O f f s e t= .0
L T
E le v
.6
O f f s e t= .7
L T
E le v
.6
O f f s e t= .7
L T
E le v
.6
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+00.00 R 1
Overlay Grade = 2,550.802 (Prof. Adj.)
Original Ground = 2,550.421
Milled Grade = 2,549.921
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
1.
1' R
T
E le v
.2
O f f s e t= .5
L T
E le v
.9
O f f s e t= .8
R T
E le v
.5
O f f s e t= .0
R T
E le v
.6
O f f s e t= .0
L T
E le v
.5
O f f s e t= .9
L T
E le v
.5
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+20.00 R 1
Overlay Grade = 2,550.720 (Prof. Adj.)
Original Ground = 2,550.324
Milled Grade = 2,549.824
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 -2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
.1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.3
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.4
O f f s e t= .1 L T
E le v
.3
O f f s e t= .4
L T
E le v
.2
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+25.00 R 1
Overlay Grade = 2,550.699 (Prof. Adj.)
Original Ground = 2,550.300
Milled Grade = 2,549.800
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
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
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.4
O f f s e t= .2
L T
E le v
.3
O f f s e t= 1.
L T
E le v
.3
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 71:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+25.75 R 1
Overlay Grade = 2,550.696 (Prof. Adj.)
Original Ground = 2,550.296
Milled Grade = 2,549.796
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .3
R T
E le v
.2
O f f s e t= 1.
L T
E le v
.2
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.3
O f f s e t= .2
1' L
T
E le v
.3
O f f s e t= 1.
1' L
T
E le v
.3
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+32.42 R 1
Overlay Grade = 2,550.667 (Prof. Adj.)
Original Ground = 2,550.264
Milled Grade = 2,549.764
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3.6
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .8
R T
E le v
.0
O f f s e t= .4
L T
E le v
.5
O f f s e t= .1
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.2
O f f s e t= .8
L T
E le v
.9
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+37.41 R 1
Overlay Grade = 2,550.645 (Prof. Adj.)
Original Ground = 2,550.242
Milled Grade = 2,549.742
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
:1
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .2
R T
E le v
.9
O f f s e t= .9
L T
E le v
.6
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .0
L T
E le v
.7
O f f s e t= .1 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. 18+41.95 R 1
Overlay Grade = 2,550.625 (Prof. Adj.)
Original Ground = 2,550.223
Milled Grade = 2,549.723
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
:11:1.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .6
R T
E le v
.1
O f f s e t= .2
L T
E le v
.8
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .0
L T
E le v
.6
O f f s e t= .1 L T
E le v
.7
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 81:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+45.86 R 1
Overlay Grade = 2,550.608 (Prof. Adj.)
Original Ground = 2,550.207
Milled Grade = 2,549.707
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
:11:1.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
1.
R T
E le v
.5
O f f s e t= .8
L T
E le v
.8
O f f s e t=
.9
R T
E le v
.3
O f f s e t= .9
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .0
L T
E le v
.6
O f f s e t= .2
L T
E le v
.8
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+50.00 R 1
Overlay Grade = 2,550.589 (Prof. Adj.)
Original Ground = 2,550.189
Milled Grade = 2,549.689
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
:11:1.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .6
L T
E le v
.7
O f f s e t=
.9
R T
E le v
.3
O f f s e t= .9
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .0
L T
E le v
.6
O f f s e t= .3
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. 18+53.67 R 1
Overlay Grade = 2,550.572 (Prof. Adj.)
Original Ground = 2,550.174
Milled Grade = 2,549.674
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
:11:1.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
1:3
O f f s e t=
1.
R T
E le v
.2
O f f s e t= .2
L T
E le v
.5
O f f s e t=
.9
R T
E le v
.3
O f f s e t= .9
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.0
O f f s e t= .0
L T
E le v
.6
O f f s e t= .4
L T
E le v
.9
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+55.36 R 1
Overlay Grade = 2,550.564 (Prof. Adj.)
Original Ground = 2,550.167
Milled Grade = 2,549.667
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:20
1:3
O f f s e t=
1.
R T
E le v
.2
O f f s e t= .0
L T
E le v
.5
O f f s e t=
.9
R T
E le v
.3
O f f s e t= .9
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.0
O f f s e t= .0
L T
E le v
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 91:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+59.31 R 1
Overlay Grade = 2,550.546 (Prof. Adj.)
Original Ground = 2,550.151
Milled Grade = 2,549.651
CL
-2.000% -2.000%-2.000%-6.500%-6.500%
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3.8
1:1.9
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .0
L T
E le v
.5
O f f s e t=
.8
R T
E le v
.2
O f f s e t= .8
R T
E le v
.2
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.0
O f f s e t= .9
L T
E le v
.7
O f f s e t= .7
L T
E le v
.7
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+65.35 R 1
Overlay Grade = 2,550.518 (Prof. Adj.)
Original Ground = 2,550.125
Milled Grade = 2,549.625
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
1:1.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
1.
1' R
T
E le v
.7
O f f s e t= .3
L T
E le v
.6
O f f s e t=
.8
1' R
T
E le v
.2
O f f s e t= .8
1' R
T
E le v
.2
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .4
L T
E le v
.0
O f f s e t= 1.
L T
E le v
.0
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 18+75.00 R 1
Overlay Grade = 2,550.471 (Prof. Adj.)
Original Ground = 2,550.085
Milled Grade = 2,549.585
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:31:1.5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
1.
R T
E le v
.0
O f f s e t= 1.
L T
E le v
.3
O f f s e t=
.7
R T
E le v
.2
O f f s e t= .7
R T
E le v
.2
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.0
O f f s e t= .4
L T
E le v
.0
O f f s e t= 1.
L T
E le v
.0
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 19+00.00 R 1
Overlay Grade = 2,550.346 (Prof. Adj.)
Original Ground = 2,549.934
Milled Grade = 2,549.434
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:201:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
.9
R T
E le v
.2
O f f s e t= .4
L T
E le v
.8
O f f s e t=
.7
R T
E le v
.1
O f f s e t= .7
R T
E le v
.1
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
L T
E le v
.9
O f f s e t= .6
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
100100
100100
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 101:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 19+25.00 R 1
Overlay Grade = 2,550.220 (Prof. Adj.)
Original Ground = 2,549.763
Milled Grade = 2,549.263
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
.0
R T
E le v
.7
O f f s e t= 1.
L T
E le v
.7
O f f s e t=
.9
R T
E le v
.9
O f f s e t= .9
R T
E le v
.9
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.7
O f f s e t= .7
L T
E le v
.6
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 19+50.00 R 1
Overlay Grade = 2,550.094 (Prof. Adj.)
Original Ground = 2,549.625
Milled Grade = 2,549.125
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .4
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
.6
R T
E le v
.9
O f f s e t= .0
L T
E le v
.9
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
R T
E le v
.8
O f f s e t= .0
L T
E le v
.6
O f f s e t= .8
L T
E le v
.5
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 19+75.00 R 1
Overlay Grade = 2,549.968 (Prof. Adj.)
Original Ground = 2,549.506
Milled Grade = 2,549.006
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .8
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
.2
R T
E le v
.4
O f f s e t= .0
L T
E le v
.1
O f f s e t=
1.
R T
E le v
.6
O f f s e t= .0
R T
E le v
.6
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.4
O f f s e t= .8
L T
E le v
.4
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 20+00.00 R 1
Overlay Grade = 2,549.842 (Prof. Adj.)
Original Ground = 2,549.396
Milled Grade = 2,548.896
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .2
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .6
R T
E le v
.0
O f f s e t= .0
L T
E le v
.5
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
R T
E le v
.6
O f f s e t= .0
L T
E le v
.3
O f f s e t= .7
L T
E le v
.3
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 111:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 20+25.00 R 1
Overlay Grade = 2,549.715 (Prof. Adj.)
Original Ground = 2,549.300
Milled Grade = 2,548.800
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2.
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
1:1 .5
O f f s e t=
.1
R T
E le v
.3
O f f s e t= .0
L T
E le v
.9
O f f s e t=
.8
R T
E le v
.4
O f f s e t= .8
R T
E le v
.4
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
L T
E le v
.3
O f f s e t= .5
L T
E le v
.2
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 20+50.00 R 1
Overlay Grade = 2,549.589 (Prof. Adj.)
Original Ground = 2,549.197
Milled Grade = 2,548.697
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .5
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .0
L T
E le v
.5
O f f s e t= .7
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.2
O f f s e t= .4
L T
E le v
.1
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 20+75.00 R 1
Overlay Grade = 2,549.463 (Prof. Adj.)
Original Ground = 2,549.046
Milled Grade = 2,548.546
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2 .7
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .3
R T
E le v
.0
O f f s e t= .0
L T
E le v
.6
O f f s e t= .9
R T
E le v
.2
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
L T
E le v
.1
O f f s e t= .3
1' L
T
E le v
.0
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 21+00.00 R 1
Overlay Grade = 2,549.337 (Prof. Adj.)
Original Ground = 2,548.895
Milled Grade = 2,548.395
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:2.
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .5
R T
E le v
.5
O f f s e t= 1.
L T
E le v
.8
O f f s e t= .0
1' R
T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.0
O f f s e t= .2
1' L
T
E le v
.9
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 121:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 21+25.00 R 1
Overlay Grade = 2,549.211 (Prof. Adj.)
Original Ground = 2,548.755
Milled Grade = 2,548.255
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .6
1' R
T
E le v
.3
O f f s e t= .7
1' L
T
E le v
.3
O f f s e t= .1
R T
E le v
.8
O f f s e t= .0
R T
E le v
.9
O f f s e t= .0
L T
E le v
.9
O f f s e t= .2
1' L
T
E le v
.8
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 21+50.00 R 1
Overlay Grade = 2,549.084 (Prof. Adj.)
Original Ground = 2,548.617
Milled Grade = 2,548.117
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .1
R T
E le v
.4
O f f s e t= .5
L T
E le v
.2
O f f s e t= .3
R T
E le v
.6
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.7
O f f s e t= .2
L T
E le v
.7
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 21+75.00 R 1
Overlay Grade = 2,548.958 (Prof. Adj.)
Original Ground = 2,548.513
Milled Grade = 2,548.013
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t=
.3
R T
E le v
.8
O f f s e t= .1 L T
E le v
.2
O f f s e t= .3
R T
E le v
.5
O f f s e t= .0
R T
E le v
.6
O f f s e t= .0
L T
E le v
.6
O f f s e t= .2
L T
E le v
.5
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 21+90.00 R 1
Overlay Grade = 2,548.882 (Prof. Adj.)
Original Ground = 2,548.449
Milled Grade = 2,547.949
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
1:1 .5
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
.2
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .2
R T
E le v
.4
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
L T
E le v
.5
O f f s e t= .3
L T
E le v
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 131:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 22+00.00 R 1
Overlay Grade = 2,548.833 (Prof. Adj.)
Original Ground = 2,548.402
Milled Grade = 2,547.902
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 -2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .7
R T
E le v
.2
O f f s e t= .6
L T
E le v
.3
O f f s e t= .2
R T
E le v
.4
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
L T
E le v
.4
O f f s e t= .3
L T
E le v
.4
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 22+25.00 R 1
Overlay Grade = 2,548.717 (Prof. Adj.)
Original Ground = 2,548.269
Milled Grade = 2,547.769
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 -2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
.6
R T
E le v
.5
O f f s e t= .2
L T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.3
O f f s e t= .3
L T
E le v
.3
O f f s e t= .3
L T
E le v
.3
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 22+50.00 R 1
Overlay Grade = 2,548.611 (Prof. Adj.)
Original Ground = 2,548.138
Milled Grade = 2,547.638
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3 -2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .1
R T
E le v
.2
O f f s e t= .4
1' L
T
E le v
.1
O f f s e t= .9
R T
E le v
.3
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.2
O f f s e t= .2
L T
E le v
.2
O f f s e t= .4
L T
E le v
.1
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 22+75.00 R 1
Overlay Grade = 2,548.517 (Prof. Adj.)
Original Ground = 2,548.061
Milled Grade = 2,547.561
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t=
.3
R T
E le v
.4
O f f s e t= .5
L T
E le v
.7
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
L T
E le v
.1
O f f s e t= .3
L T
E le v
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 141:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 22+90.00 R 1
Overlay Grade = 2,548.466 (Prof. Adj.)
Original Ground = 2,548.016
Milled Grade = 2,547.516
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .6
R T
E le v
.9
O f f s e t= .4
L T
E le v
.6
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
L T
E le v
.0
O f f s e t= .4
L T
E le v
.0
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 23+00.00 R 1
Overlay Grade = 2,548.434 (Prof. Adj.)
Original Ground = 2,547.985
Milled Grade = 2,547.485
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
1:1 .5
O f f s e t=
.3
R T
E le v
.0
O f f s e t= .0
L T
E le v
.1
O f f s e t=
1.
R T
E le v
.1
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
L T
E le v
.0
O f f s e t= .4
L T
E le v
.9
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 23+25.00 R 1
Overlay Grade = 2,548.352 (Prof. Adj.)
Original Ground = 2,547.914
Milled Grade = 2,547.414
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
O f f s e t=
.7
R T
E le v
.1
O f f s e t= .4
L T
E le v
.2
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.9
O f f s e t= .6
L T
E le v
.8
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 23+50.00 R 1
Overlay Grade = 2,548.270 (Prof. Adj.)
Original Ground = 2,547.846
Milled Grade = 2,547.346
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
.1
R T
E le v
.7
O f f s e t= .7
L T
E le v
.0
O f f s e t=
1.
R T
E le v
.9
O f f s e t= .0
R T
E le v
.9
O f f s e t= .0
R T
E le v
.0
O f f s e t= .0
L T
E le v
.7
O f f s e t= .8
L T
E le v
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 151:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 23+75.00 R 1
Overlay Grade = 2,548.188 (Prof. Adj.)
Original Ground = 2,547.775
Milled Grade = 2,547.275
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .6
1' R
T
E le v
.3
O f f s e t= .5
L T
E le v
.6
O f f s e t= .9
R T
E le v
.8
O f f s e t= .0
R T
E le v
.9
O f f s e t= .0
L T
E le v
.6
O f f s e t= .0
L T
E le v
.5
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 24+00.00 R 1
Overlay Grade = 2,548.106 (Prof. Adj.)
Original Ground = 2,547.697
Milled Grade = 2,547.197
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .2
R T
E le v
.7
O f f s e t= .7
L T
E le v
.2
O f f s e t= .9
R T
E le v
.8
O f f s e t= .0
R T
E le v
.8
O f f s e t= .0
L T
E le v
.6
O f f s e t= .6
L T
E le v
.5
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 24+25.00 R 1
Overlay Grade = 2,548.025 (Prof. Adj.)
Original Ground = 2,547.619
Milled Grade = 2,547.119
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .4
R T
E le v
.2
O f f s e t= .2
L T
E le v
.6
O f f s e t= .9
R T
E le v
.7
O f f s e t= .0
R T
E le v
.8
O f f s e t= .0
L T
E le v
.6
O f f s e t= .3
L T
E le v
.5
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 24+50.00 R 1
Overlay Grade = 2,547.943 (Prof. Adj.)
Original Ground = 2,547.550
Milled Grade = 2,547.050
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .4
1' R
T
E le v
.1
O f f s e t= 1.
L T
E le v
.5
O f f s e t= .0
1' R
T
E le v
.6
O f f s e t= .0
R T
E le v
.7
O f f s e t= .0
L T
E le v
.5
O f f s e t= .3
L T
E le v
.5
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 161:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 24+75.00 R 1
Overlay Grade = 2,547.861 (Prof. Adj.)
Original Ground = 2,547.480
Milled Grade = 2,546.980
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3
1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .6
R T
E le v
.3
O f f s e t= .9
L T
E le v
.5
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
L T
E le v
.5
O f f s e t= .3
L T
E le v
.4
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 25+00.00 R 1
Overlay Grade = 2,547.779 (Prof. Adj.)
Original Ground = 2,547.373
Milled Grade = 2,546.873
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .3
R T
E le v
.0
O f f s e t= .0
L T
E le v
.1
O f f s e t= .1
R T
E le v
.4
O f f s e t= .0
R T
E le v
.5
O f f s e t= .0
L T
E le v
.3
O f f s e t= .5
L T
E le v
.3
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 25+25.00 R 1
Overlay Grade = 2,547.697 (Prof. Adj.)
Original Ground = 2,547.262
Milled Grade = 2,546.762
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
1:1 .5
O f f s e t=
.4
R T
E le v
.2
O f f s e t= .2
L T
E le v
.0
O f f s e t=
1.
R T
E le v
.3
O f f s e t= .1 1' R
T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .0
L T
E le v
.2
O f f s e t= .7
L T
E le v
.1
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 25+50.00 R 1
Overlay Grade = 2,547.615 (Prof. Adj.)
Original Ground = 2,547.146
Milled Grade = 2,546.646
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .4
R T
E le v
.1
O f f s e t= .3
L T
E le v
.8
O f f s e t= .1
R T
E le v
.2
O f f s e t= .0
R T
E le v
.3
O f f s e t= .0
L T
E le v
.1
O f f s e t= .7
L T
E le v
100100
100100
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
2520 2520
2530 2530
2540 2540
2550 2550
2560 2560
2570 2570
FHWA, Western Federal Lands Highway Division
ID CANYON 2013(1), Riverside Road & Lake Shore Drive Rehabilitation
Lake Shore Drive, Marsing Rd to Walker Lake Rd
Sheet 171:23 PM 24 January 2017 ]US_Sur_ft2D [c:\myfiles\pw_production\d0240512\ID-A2013004_XS_LAYOUT_LAKE0.dgn
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 25+75.00 R 1
Overlay Grade = 2,547.534 (Prof. Adj.)
Original Ground = 2,547.029
Milled Grade = 2,546.529
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
1:1 .5
O f f s e t=
.5
1' R
T
E le v
.0
O f f s e t= 1.
1' L
T
E le v
.9
O f f s e t=
1.
1' R
T
E le v
.1
O f f s e t= .2
1' R
T
E le v
.1
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
L T
E le v
.0
O f f s e t= .8
L T
E le v
.9
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 26+00.00 R 1
Overlay Grade = 2,547.452 (Prof. Adj.)
Original Ground = 2,546.959
Milled Grade = 2,546.459
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:31:3
O f f s e t= .3
R T
E le v
.0
O f f s e t= .3
L T
E le v
.3
O f f s e t= .1
R T
E le v
.0
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
L T
E le v
.9
O f f s e t= .8
L T
E le v
.8
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G r a v e l
E d g e o f
E x is t
G r a v e l
E x is t
P r e s c r ip ti v e
E s m t
E x is t
P r e s c r ip ti v e
E s m t
Sta. 26+25.00 R 1
Overlay Grade = 2,547.370 (Prof. Adj.)
Original Ground = 2,546.904
Milled Grade = 2,546.404
CL
-2.000% -2.000%-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3
-2.000%<
W id e n e d
E d g e o f
P a v e m e n t
1:3 1:3 1:1 .5
O f f s e t=
.2
R T
E le v
.7
O f f s e t= .3
L T
E le v
.6
O f f s e t=
1.
R T
E le v
.0
O f f s e t= .1
R T
E le v
.0
O f f s e t= .0
R T
E le v
.1
O f f s e t= .0
L T
E le v
.8
O f f s e t= .7
L T
E le v
.8
E x is ti
P h o n e w e r
L in e
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
E d g e o f
E x is t
G…
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