MT_NPS_GLAC_11(3)_Cross_Sections.pdf
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- Solicitation number
- 69056720B000031
About this file
This package contains cross section drawings and specifications for a federal highway project in Montana. The work includes asphalt concrete paving, sub-excavation, slide repair, turnout rehabilitation, curb and gutter, sidewalks, underdrains, ditch reconditioning, and signing and striping along 4 miles of Camas Road within Glacier National Park. The project is being conducted by the Federal Highway Administration Western Federal Lands Highway Division. Services will be procured through a competitive solicitation issued as solicitation number 69056720B000031. Response is due by an unspecified date, with award also at an unspecified future date. Pricing will be fixed for the term of the contract. No set-aside provisions or incumbent contractors are identified. The Department of Transportation and National Park Service are the relevant federal agencies.
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Text version
Cross Sections for the Camas Entrance Station for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
MT NPS GLAC 11(3)
Camas Road Slumps and Resurface Remaining 4 Miles
123+00.01
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,544.09 Des Grade =
ExGrd = 3,543.82
(3
.0
.3
(3
.0
-1 .3
(3
.0
.1
(3
.1
-1 .3
(3
.2
-2.0% 1:3
1:3-2.0%
3,543.34 Subgrade =
.8
-1 .0
L
F G
.5
-1 .0
L
A S
.0
-1 .0
L
S G
.8
.0
R
F G
.5
.0
R
A S
.0
.0
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface) LFG (Left Finished Grade) RFG (Right Finished Grade)
LEGEND:
ENTRANCE STATION X-SECTIONS (123+00.01)
FHWA, Office of Federal Lands Highway
:4
P
M
O c to b e r
.0
S h e e t]
C
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.1
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
SHEET
MT
nathan.fischer Sticky Note Completed set by nathan.fischer
123+50.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,570 3,570
3,544.25 Des Grade =
.0
(3
.2
-2 .5
(3
.2
-4 .1
(3
.4
-32.
3%
+33.52%
ExGrd = 3,544.05
-2 .6
(3
.1
.4
(3
.1
-2.1% 1:3-2.0%
3,543.50 Subgrade =
.8
-1 .3
L
F G
.6
-1 .3
L
A S
.1
-1 .3
L
S G
.9
.0
R
F G
.7
.0
R
A S
.2
.0
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (123+50.00)
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.2
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
SHEET
MT
124+00.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,570 3,570
3,544.35 Des Grade =
(3
.3
-2 .2
(3
.4
C U
R B
-3 .7
(3
.4
ExGrd = 3,544.16 .0
(3
.2
-2 .2
(3
.9
P A
V E
.6
(3
.3
+0.50% -2.0%
1:3
1:3-2.0%
3,543.60 Subgrade =
.3
-5 .5
.9
-2 .2
L
F G
.6
-2 .2
L
A S
.1
-2 .2
L
S G
.0
.6
R
F G
.8
.6
R
A S
.3
.6
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (124+00.00)
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.3
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
124+50.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,570 3,570
3,544.44 Des Grade =
(3
.4
-3 .6
(3
.7
C U
R B
-4 .1
(3
.7
ExGrd = 3,544.20
.4
(3
.2
P A
V E
.4
(3
.7
C U
R B
-3 .6
(3
.2
P A
V E
+0.92%+0.51% -2.0% +3.4%
-2.0%
1:7.07 -3.4%
3,543.69 Subgrade =
.6
.6
.2
.9
.0
.5
.6
-7 .8
.9
-2 .6
L
F G
.7
-2 .6
L
A S
.2
-2 .6
L
S G
.1
.9
R
F G
.8
.9
R
A S
.3
.9
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (124+50.00)
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.4
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
125+00.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,570 3,570
3,544.54 Des Grade =
(3
.5
-4 .5
(3
.8
-4 .0
(3
.8
C U
R B
.9
(3
.6
.4
(3
.6
C U
R B
+2.0%
ExGrd = 3,544.29
-4 .0
(3
.3
P A
V E
.4
(3
.1
P A
V E
+0.5%
+0.50% -2.0%
-2.0% 1:3
-5.0%
3,543.79 Subgrade =
.5
.9
.4
.3
.8
-7 .4
.0
-2 .0
L
F G
.7
-2 .0
L
A S
.2
-2 .0
L
S G
.1
.2
R
F G
.8
.2
R
A S
.3
.2
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (125+00.00)
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.5
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
125+50.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,544.64 Des Grade =
+2.0% +1.69%
.2
(3
.7
.7
(3
.5
P A
V E
(3
.6
-3 .9
(3
.3
P A
V E
-4 .9
(3
.8
ExGrd = 3,544.43
.7
(3
.0
C U
R B
-3 .9
(3
.8
C U
R B
+0.70% -2.0%
1:3
-2.0% 1:3
-5.0%
3,543.89 Subgrade =
.5
.2
.8
.3
.0
-7 .2
.1
-2 .4
L
F G
.8
-2 .4
L
A S
.3
-2 .4
L
S G
.1
.6
R
F G
.9
.6
R
A S
.4
.6
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (125+50.00)
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.6
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
126+00.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
.0
(3
.7
.0
(3
.6
C U
R B
.0
(3
.2
P A
V E
.5
(3
.5
P A
V E
-4 .5
(3
.6
P A
V E
-2 .0
(3
.2
-5 .5
(3
.7
-0.50% -2.44% +0.5% 1:3
-2.0%
+33.54%
+6.12%
ExGrd = 3,544.49
-3 .8
(3
.4
-8.87
-2 .8
(3
.9
.5
(3
.0
C U
R B
-4 .5
(3
.1
C U
R B
-5.0%
.6
.0
.1
.4
126+50.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
.2
(3
.7
1:3 -2.0% -2.44%
1:3
-0.5% -8.16%-13.30%
.0
(3
.2
-4 .5
(3
.2
C U
R B
-2 .0
(3
.3
-3 .0
(3
.2
-5 .4
(3
.1
.5
(3
.1
C U
R B
.0
(3
.3
-4 .5
(3
.7
P A
V E
.5
(3
.6
P A
V E
.9
(3
.9
ExGrd = 3,544.59
-3 .2
(3
.3
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (126+00.00 to 126+50.00)
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.7
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
127+00.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,544.95 Des Grade =
(3
.9
-3 .8
(3
.5
-5 .5
(3
.1
.6
(3
.6
.1
(3
.8
-14.07% +33.0 8%
-19.5 1%+33.93%
ExGrd = 3,544.60
-1.8% -2.0%
3,544.20 Subgrade =
.4
-2 .1
L
F G
.2
-2 .1
L
A S
.7
-2 .1
L
S G
.4
.9
R
F G
.2
.9
R
A S
.7
.9
R
S G
127+50.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,545.10 Des Grade =
(3
.1
.8
(3
.5
-3 .6
(3
.8
-4 .3
(3
.3
.8
(3
.1
33.44% -24.
78%
32.
96%-22.47%
ExGrd = 3,543.82
-1.5% -2.0%
3,544.35 Subgrade =
.7
-2 .7
L
F G
.4
-2 .7
L
A S
.9
-2 .7
L
S G
.7
.6
R
F G
.4
.6
R
A S
.9
.6
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (127+00.00 to 127+50.00 )
:4 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.8
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
128+00.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,545.34 Des Grade =
(3
.3
.4
(3
.9
.2
(3
.1
-3 .4
(3
.0
-4 .5
(3
.1
+6.47%
-30.74%-29.6 9%+33.69%
ExGrd = 3,545.07
-1.6% -2.0%
3,544.59 Subgrade =
.9
-2 .3
L
F G
.7
-2 .3
L
A S
.2
-2 .3
L
S G
.0
.2
R
F G
.7
.2
R
A S
.2
.2
R
S G
128+50.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,545.64 Des Grade =
(3
.6
.3
(3
.5
.5
(3
.6
-3 .8
(3
.4
-3 .6
(3
.5
-33 .84
+36.86%
ExGrd = 3,545.39
-2.0% 1:3-2.0%
3,544.89 Subgrade =
.2
-2 .9
L
F G
.9
-2 .9
L
A S
.4
-2 .9
L
S G
.3
.0
R
F G
.1
.0
R
A S
.6
.0
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (128+00.00 to 128+50.00)
:5 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.9
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
129+00.00
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560�
3,546.02 Des Grade =
(3
.0
.3
(3
.9
-1 .5
(3
.9
ExGrd = 3,545.71 .7
(3
.0
-1.9% 1:3 .01
1:3 .01
1:3-2.0%
3,545.27 Subgrade =
.0
-2 .2
.7
-1 .1
L
F G
.4
-1 .1
L
A S
.9
-1 .1
L
S G
.7
.0
R
F G
.5
.0
R
A S
.0
.0
R
S G
129+39.93
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
3,500 3,500
3,510 3,510
3,520 3,520
3,530 3,530
3,540 3,540
3,550 3,550
3,560 3,560
3,546.38 Des Grade =
(3
.3
-1 .3
(3
.3
.3
(3
.3
ExGrd = 3,546.03
-1 .0
(3
.4
.7
(3
.3
-2.0% 1:3
1:3-2.0%
3,545.63 Subgrade =
.1
-1 .0
L
F G
.8
-1 .0
L
A S
.3
-1 .0
L
S G
.1
.0
R
F G
.8
.0
R
A S
.3
.0
R
S G
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
ENTRANCE STATION X-SECTIONS (129+00.00 to 129+39.93)
:5 c to b e r
.0
S h e
M y F il e s \F
H W
A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ E n tr a n c e S ta ti o n X
S .d g n
NPS GLAC 11(3) XS.10
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
Cross Sections for the Slide Repair for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
MT NPS GLAC 11(3)
Camas Road Slumps and Resurface Remaining 4 Miles
193+77.00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
3,820 3,820
3,830 3,830
3,840 3,840
3,850 3,850
3,860 3,860
3,853.73 Post Overlay Grade =
ExGrd = 3,853.53
.1
(3
.0
-2.0% 1:5 1:5 -2.0%
3,853.35 Subgrade =
.4
-1 .0
L P
O
.2
-1 .0
L
A S
.0
-1 .0
L
S G
.4
.0
R
P O
.2
.0
R
A S
.0
.0
R
S G
.6
-1 .9
.6
.9
.1
.1
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface) LPO (Left Pre Overlay Grade) RPO (Right Pre Overlay Grade)
)193+77.00SLIDE REPAIR X-SECTIONS (
:5 c to b e r
.0
M y F il e s \F
H W
A \D e s ig n \C a m a s
R o a d
\S h e e ts to p ri n t\ S li d e
X S
.d g n
NPS GLAC 11(3) XS.11
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
194+00.00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
3,810 3,810
3,820 3,820
3,830 3,830
3,840 3,840
3,850 3,850
3,860 3,860
3,855.01 Post Overlay Grade =
ExGrd = 3,854.78
.9
(3
.0
-2.0% 1:5 1:5 -2.0%
3,854.63 Subgrade =
.7
-1 .0
L P
O
.5
-1 .0
L
A S
.3
-1 .0
L
S G
.7
.0
R
P O
.5
.0
R
A S
.3
.0
R
S G
.9
-1 .9
.9
.9
.0
.9
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
)194+00.00SLIDE REPAIR X-SECTIONS (
:5 c to b e r
M y F il e s \F
H W
A \D e s ig n \C a m a s
R o a d
\S h e e ts to p ri n t\ S li d e
X S
.d g n
NPS GLAC 11(3) XS.12
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
194+50.00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
3,820 3,820
3,830 3,830
3,840 3,840
3,850 3,850
3,860 3,860
3,870 3,870
3,857.77 Post Overlay Grade =
ExGrd = 3,857.50
.3
(3
.1
-2.0% 1:5 1:5 -2.0%
3,857.40 Subgrade =
.5
-1 .0
L P
O
.3
-1 .0
L
A S
.1
-1 .0
L
S G
.5
.0
R
P O
.3
.0
R
A S
.1
.0
R
S G
.7
-1 .9
.7
.9
.7
.3
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
)194+50.00SLIDE REPAIR X-SECTIONS (
:5 c to b e r
M y F il e s \F
H W
A \D e s ig n \C a m a s
R o a d
\S h e e ts to p ri n t\ S li d e
X S
.d g n
NPS GLAC 11(3) XS.13
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
195+00.00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
3,820 3,820
3,830 3,830
3,840 3,840
3,850 3,850
3,860 3,860
3,870 3,870
3,880 3,880
3,860.43 Post Overlay Grade =
ExGrd = 3,860.12
.3
(3
.1
-38.12%
-2.0% 1:5 1:5 -2.0%
3,860.05 Subgrade =
.1
-1 .0
L P
O
.9
-1 .0
L
A S
.7
-1 .0
L
S G
.1
.0
R
P O
.9
.0
R
A S
.7
.0
R
S G
.3
-1 .9
.3
.9
.4
.3
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
)195+00.00SLIDE REPAIR X-SECTIONS (
:5 c to b e r
M y F il e s \F
H W
A \D e s ig n \C a m a s
R o a d
\S h e e ts to p ri n t\ S li d e
X S
.d g n
NPS GLAC 11(3) XS.14
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
195+50.00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
3,820 3,820
3,830 3,830
3,840 3,840
3,850 3,850
3,860 3,860
3,870 3,870
3,862.98 Post Overlay Grade =
ExGrd = 3,862.74
-82.09%
.7
(3
.4
-2.0% 1:5 1:5 -2.0%
3,862.60 Subgrade =
.7
-1 .0
L P
O
.5
-1 .0
L
A S
.3
-1 .0
L
S G
.7
.0
R
P O
.5
.0
R
A S
.3
.0
R
S G
.9
-1 .9
.9
.9
.3
.7
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
)195+50.00SLIDE REPAIR X-SECTIONS (
:5 c to b e r
M y F il e s \F
H W
A \D e s ig n \C a m a s
R o a d
\S h e e ts to p ri n t\ S li d e
X S
.d g n
NPS GLAC 11(3) XS.15
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
195+60.00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
3,820 3,820
3,830 3,830
3,840 3,840
3,850 3,850
3,860 3,860
3,870 3,870
3,863.47 Post Overlay Grade =
ExGrd = 3,863.25
.4
(3
.7
-62.59%
1:5 -2.0% -2.0% 1:5
3,863.10 Subgrade =
.2
-1 .0
L P
O
.0
-1 .0
L
A S
.8
-1 .0
L
S G
.2
.0
R
P O
.0
.0
R
A S
.8
.0
R
S G
.4
-1 .9
.4
.9
.5
.4
LSG (Left Subgrade) RSG (Right Subgrade) LAS (Left Aggregate Surface) RAS (Right Aggregate Surface)
)195+60.00SLIDE REPAIR X-SECTIONS (
:5 c to b e r
M y F il e s \F
H W
A \D e s ig n \C a m a s
R o a d
\S h e e ts to p ri n t\ S li d e
X S
.d g n
NPS GLAC 11(3) XS.16
NPS Drwg No. 117/137434 NPS PMIS No. 188751
STATE PROJECT
NUMBER
| Slide_XS-193+77.00.pdf |
| Slide_XS-194+00.00.pdf |
| Slide_XS-194+50.00.pdf |
| Slide_XS-195+00.00.pdf |
| Slide_XS-195+50.00.pdf |
| Slide_XS-195+60.00.pdf |
| Entrance_Station_XS-123+00.01 [Sheet].pdf |
| Entrance_Station_XS-123+50.00 [Sheet].pdf |
| Entrance_Station_XS-124+50.00 [Sheet].pdf |
| Entrance_Station_XS-124+00.00 [Sheet].pdf |
| Entrance_Station_XS-125+00.00 [Sheet].pdf |
| Entrance_Station_XS-125+50.00 [Sheet].pdf |
| Entrance_Station_XS-126+00.00 [Sheet].pdf |
| Entrance_Station_XS-127+00.00 [Sheet].pdf |
| Entrance_Station_XS-128+00.00 [Sheet].pdf |
| Entrance_Station_XS-129+00.00 [Sheet].pdf |
File details come from the government source that posted it. Updated .