mt-1420301_100_XS_TTC03.pdf
PDF 2 MB Posted
- Attached to
- MT 14203(1), Maiden Road Federal contract opportunity
- Solicitation number
- 69056720B000025
About this file
This document package includes plans and cross sections for a federal-aid highway project in Montana, as well as the related federal contract opportunity. The plans cover 9.458 miles of asphalt concrete paving, aggregate stabilization, full depth reclamation, grading, drainage, pavement marking, and signing work on Maiden Road in Fergus County, Montana. The estimated price range for the project is $5 million to $7 million. The solicitation number for the opportunity is 69056720B000025. The federal agency responsible for the project is the Federal Highway Administration within the United States Department of Transportation. The tentative fixed completion date for the work is Fall 2021.
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Text version
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY
CROSS SECTIONS FOR PROPOSED PROJECT
PHYSICAL DATA
SPECIFICATION:
on Federal Highway Projects, FP-14
Construction of Roads and Bridges
Standard Specifications for
MAIDEN ROAD
MT DOT 14203(1)
Traffic Diversion for Culvert 374+92
801+05 to 802+90
PROFILE: PRO_TTC03
ALIGNMENT: TTC03
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d g e
W a te r
E d te r
E x is ti n
U G
P o w e r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 801+05.00 R 1
Des. Grade = 4536.79
Subgrade = 4536.79
Orig. Grnd. = 4536.79
1:2
2.00 %
O f f s e t=
.6
L T
E le v
.1
O f f s e t= .2
E le v
.8
O f f s e t= .1
L T
E le v
.0
O f f s e t= .3
L T
E le v
.2
1:4 .0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 1 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
MT DOT 14203(1)
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 801+15.00 R 1
Des. Grade = 4537.01
Subgrade = 4536.51
Orig. Grnd. = 4536.87
1:2
2.00 %
O f f s e t=
.2
L T
E le v
.5
O f f s e t=
E le v
.0
O f f s e t= .1
L T
E le v
.3
O f f s e t= .5
E le v
.5
1:4 .0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 2 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E x is ti
P o w e r
O
H
P o w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 801+21.64 R 1
Des. Grade = 4537.15
Subgrade = 4536.65
Orig. Grnd. = 4535.99
1:2
2.00 %
O f f s e t=
.7
L T
E le v
.9
O f f s e t=
E le v
.1
O f f s e t= .1
L T
E le v
.4
O f f s e t= .7
E le v
.7
1:4 .0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 3 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 801+25.00 R 1
Des. Grade = 4537.225
Subgrade = 4536.725
Orig. Grnd. = 4535.596
1:2
O f f s e t=
.1
L T
E le v
1.
O f f s e t=
E le v
.2
O f f s e t= .1
L T
E le v
.5
O f f s e t= .8
E le v
.9
O f f s e t= 1.
E le v
.5
+2.00%-2.00% 1:4.0 1:4 .0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 4 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 801+35.00 R 1
Des. Grade = 4537.440
Subgrade = 4536.940
Orig. Grnd. = 4533.783
1:2
O f f s e t=
.5
L T
E le v
1.
O f f s e t=
E le v
.4
O f f s e t= .1
L T
E le v
.7
O f f s e t=
E le v
.1
O f f s e t=
E le v
.9
+2.00%-2.00% 1:4.0 1:4 .0
1:2.0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 5 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W CL
Sta. 801+45.00 R 1
Des. Grade = 4537.655
Subgrade = 4537.155
Orig. Grnd. = 4532.621
1:2
O f f s e t=
.0
E le v
.2
O f f s e t=
E le v
.6
O f f s e t= .1
L T
E le v
.9
O f f s e t=
E le v
.3
O f f s e t= .4
E le v
.0
+2.00%-2.00% 1:4.0 1:4 .0 1:2.0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 6 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
WCL
Sta. 801+55.00 R 1
Des. Grade = 4537.870
Subgrade = 4537.370
Orig. Grnd. = 4531.656
1:2
O f f s e t=
.1
L T
E le v
1.
O f f s e t=
E le v
.9
O f f s e t= .1
L T
E le v
.1
O f f s e t=
E le v
.5
O f f s e t= .7
E le v
.6
+2.00%-2.00% 1:4.0 1:4 .0
1:2.01:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 7 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
CL
Sta. 801+60.18 R 1
Des. Grade = 4537.981
Subgrade = 4537.481
Orig. Grnd. = 4531.274
O f f s e t= .0
R T
E le v
.0
O f f s e t= .5
1' L
T
E le v
.3
O f f s e t= .8
R T
E le v
.6
O f f s e t= .1 L T
E le v
.2
O f f s e t= .2
L T
E le v
.0
1:2
+2.00%-2.00% 1:4.0 1:4 .0
1:2.01:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 8 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
CL
Sta. 801+65.00 R 1
Des. Grade = 4538.085
Subgrade = 4537.585
Orig. Grnd. = 4531.372
O f f s e t= .9
R T
E le v
.7
O f f s e t= .5
L T
E le v
.0
O f f s e t= .8
R T
E le v
.7
O f f s e t= .1 L T
E le v
.3
+2.00%-2.00% 1:4.0 1:4 .0
1:2.0 1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 9 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
CL
Sta. 801+75.00 R 1
Des. Grade = 4538.300
Subgrade = 4537.800
Orig. Grnd. = 4532.420
O f f s e t=
.0
1' R
T
E le v
1.
O f f s e t= .1 L T
E le v
.1
O f f s e t= .8
R T
E le v
.0
O f f s e t= .1 L T
E le v
.6
+2.00%-2.00% 1:4.0 1:4 .0
1:2.0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 10 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 801+85.00 R 1
Des. Grade = 4538.515
Subgrade = 4538.015
Orig. Grnd. = 4533.443
O f f s e t=
.8
R T
E le v
1.
O f f s e t= .2
L T
E le v
.7
O f f s e t= .8
R T
E le v
.2
O f f s e t= .1 L T
E le v
.8
+2.00%-2.00% 1:4.0 1:4 .0
1:2.0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 11 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
WCL
Sta. 801+95.00 R 1
Des. Grade = 4538.730
Subgrade = 4538.230
Orig. Grnd. = 4534.133
O f f s e t=
.7
R T
E le v
1.
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
.4
O f f s e t= .1 L T
E le v
.0
+2.00%-2.00% 1:4.0 1:4 .0
1:2.0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 12 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E d te r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 802+05.00 R 1
Des. Grade = 4538.945
Subgrade = 4538.445
Orig. Grnd. = 4535.346
O f f s e t= .2
R T
E le v
.4
O f f s e t= .1 L T
E le v
.7
O f f s e t= .8
R T
E le v
.6
O f f s e t= .1 L T
E le v
.2
+2.00%-2.00% 1:4.0 1:4 .0 1:2.0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 13 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 802+15.00 R 1
Des. Grade = 4539.160
Subgrade = 4538.660
Orig. Grnd. = 4536.753
O f f s e t= .0
R T
E le v
.2
O f f s e t= .2
1' L
T
E le v
.4
O f f s e t= .8
R T
E le v
.8
O f f s e t= .1 L T
E le v
.4
+2.00%-2.00% 1:4.0 1:4 .0
1:2.0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 14 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4510 4510
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 802+17.69 R 1
Des. Grade = 4539.218
Subgrade = 4538.718
Orig. Grnd. = 4536.762
O f f s e t= .5
R T
E le v
.5
O f f s e t= .2
L T
E le v
.1
O f f s e t= .8
R T
E le v
.9
O f f s e t= .1 L T
E le v
.5
+2.00%-2.00% 1:4.0 1:4 .0
1:3.0 1:2.0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 15 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 802+25.00 R 1
Des. Grade = 4539.375
Subgrade = 4538.875
Orig. Grnd. = 4536.530
O f f s e t=
E le v
.4
O f f s e t= .1
L T
E le v
.6
O f f s e t=
E le v
.0
O f f s e t=
E le v
.6
+2.00%-2.00% 1:4.0 1:4 .0
1:3.0 1:2.0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 16 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
E x is ti
W
CL
Sta. 802+35.00 R 1
Des. Grade = 4539.590
Subgrade = 4539.090
Orig. Grnd. = 4536.846
O f f s e t= 1.
E le v
.6
O f f s e t=
E le v
.2
O f f s e t= .2
L T
E le v
.8
O f f s e t= .1
L T
E le v
.8
+2.00%-2.00% 1:4.0
1:4 .0 1:2.0
1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 17 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4515 4515
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E d te r
E x is ti
P o w e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+45.00 R 1
Des. Grade = 4539.805
Subgrade = 4539.305
Orig. Grnd. = 4537.417
O f f s e t=
E le v
.1
O f f s e t=
E le v
.5
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
.7
+2.00%-2.00% 1:4.0
1:4 .0
1:2.0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 18 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+55.00 R 1
Des. Grade = 4540.020
Subgrade = 4539.520
Orig. Grnd. = 4538.134
O f f s e t=
E le v
.7
O f f s e t= .1
L T
E le v
.3
O f f s e t= .6
L T
E le v
.1
+2.00%-2.00% 1:4.0 1:4 .0
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 19 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+65.00 R 1
Des. Grade = 4540.24
Subgrade = 4539.74
Orig. Grnd. = 4539.40
O f f s e t= 1.
E le v
.3
O f f s e t= .1
L T
E le v
.5
O f f s e t=
E le v
.8
1:4 .0
1:6.0
-2.00% +2.00%
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 20 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
4565 4565
E d te r
E d te r
E x is ti n g
F e n c e
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d te r
E d te r
E x is ti n g
F e n c e
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+69.98 R 1
Des. Grade = 4540.34
Subgrade = 4539.84
Orig. Grnd. = 4540.11
O f f s e t= 1.
L T
E le v
.4
O f f s e t= .1
L T
E le v
.6
O f f s e t=
E le v
.9
1:4 .0
1:6.0 -2.00% +2.00%
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 21 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E d te r
E x is ti n g
F e n c e
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+75.00 R 1
Des. Grade = 4540.45
Subgrade = 4539.95
Orig. Grnd. = 4540.40
O f f s e t= 1.
E le v
.5
O f f s e t= .1
E le v
.7
O f f s e t=
E le v
.9
1:4 .0
1:6.0 -2.00%
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 22 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E d te r
E x is ti n g
F e n c e
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+85.00 R 1
Des. Grade = 4540.67
Subgrade = 4540.67
Orig. Grnd. = 4540.67
O f f s e t= 1.
E le v
.7
O f f s e t= .1
E le v
.9
O f f s e t=
E le v
.1
1:4 .0
1:6.0 -2.00%
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 23 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
4520 4520
4525 4525
4530 4530
4535 4535
4540 4540
4545 4545
4550 4550
4555 4555
4560 4560
E d te r
E x is ti n g
F e n c e
E x is ti
P o w e r w e r
L in e
E d g e o f
E x is t
S h o u ld e r
E d g e o f
E x is t
S h o u ld e r
E x is ti
W
E x is ti
W
P r o p e r ty
L in e
CL
Sta. 802+90.00 R 1
Des. Grade = 4540.78
Subgrade = 4540.78
Orig. Grnd. = 4540.78
O f f s e t= 1.
E le v
.8
O f f s e t= .1
L T
E le v
.0
O f f s e t= .4
E le v
.1
1:4 .0
1:6.0 -2.00%
FHWA, Western Federal Lands Highway Division
801+05 to 802+90, Traffic Diversion at Culvert 03
Sheet 24 ]Int_ft2D [c:\pw-work\d0298389\mt-1420301xas01_TTC03_Layout.dgn4:22 PM 9 May 2019
File details come from the government source that posted it. Updated .