mt-a203018_Cross_Sections_160406.pdf
PDF 2 MB Posted
- Attached to
- MT PHILLIPS 201(1), Old Highway 2 and Bridge Replacement Federal contract opportunity
- Solicitation number
- DTFH7015B00023
About this file
mt-a203018_Cross Sections_160406
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Opening_Summary_for_DTFH70-15-B-00023.pdf | ||
| Q A_0705.pdf | ||
| A001_MT_Phillips_201(1).pdf | ||
| mt-a2013018_Pavement_Report.pdf | ||
| IFB_MT_Phillips_201(1) _Old_Highway_2_and_Bridge_Replacement.pdf | ||
| Plan_Request_Form.pdf | ||
| mt-a2013018_Geotechnical_Bridge_Report.pdf | ||
| mt-a2013018_Plans_160406.pdf | ||
| mt-a2013018_Earthwork_Logs.pdf | ||
| SWPPP-Old_Highway_2_and_Bridge_Restoration _MT_PHILLIPS_201(1)_Phillips_County _Montana.pdf | ||
| mt-a2013018_DodsonSouthCanalBridgeInspectionReport.pdf | ||
| mt-a203018_Plans_Final(update).pdf | ||
| PROJECT_DESCRIPTION.pdf | ||
| Amendment_to_Presolicitation_Notice.pdf | ||
| Preliminary_Letter.pdf | ||
| Preliminary_Letter.pdf | ||
| mt-a203018_Plans_Final.pdf | ||
| PROJECT_DESCRIPTION.pdf |
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0000 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090
06-Apr-2016 01:49 PM ftp://198.145.188.2/std_plan/mt-a2013018lay_xa01.dgn [Int_ft2D]
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Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet1
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
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. 12+90.72 R 1
Des. Grade = 2,262.4530
Subgrade = 2,261.6197
Orig. Grnd. = 2,262.4530
CL
CL_SG
Sta. 12+90.72 R 1
Des. Grade = 2,262.4530
Subgrade = 2,261.6197
Orig. Grnd. = 2,262.4530
CL
+0.6300% -0.6300%
33SHLD_SG
E x c a v a ti o n
L im it s
APRML
Sta. 13+00.00 R 1
Des. Grade = 2,262.2674
Subgrade = 2,261.4341
Orig. Grnd. = 2,261.1640
CL
Sta. 13+00.00 R 1
Des. Grade = 2,262.2674
Subgrade = 2,261.4341
Orig. Grnd. = 2,261.1640
CL
CL_SG
Sta. 13+00.00 R 1
Des. Grade = 2,262.2674
Subgrade = 2,261.4341
Orig. Grnd. = 2,261.1640
CL
1:6
SHLD_SGFM_SSG1:9.5
BDTHPC
1:18.9 +0.0546% -0.0546%
1:6
SHLD_SGFM_SSGHPF
CP_SG
E x c a v a ti o n
L im it s
SSF
1:6
D it c h
F o r e s lo p e
In te r s e c t
Sta. 13+03.90 R 1
Des. Grade = 2,262.1894
Subgrade = 2,261.3561
Orig. Grnd. = 2,260.4247
CL
Sta. 13+03.90 R 1
Des. Grade = 2,262.1894
Subgrade = 2,261.3561
Orig. Grnd. = 2,260.4247
CL
CL_SG
Sta. 13+03.90 R 1
Des. Grade = 2,262.1894
Subgrade = 2,261.3561
Orig. Grnd. = 2,260.4247
CL
1:6
SHLD_SGFM_SSG1:8.1
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti o n
U s e d
1:16.2 -0.1873% +0.1873%
1:6
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:10.4
Sta. 13+27.00 R 1
Des. Grade = 2,261.7274
Subgrade = 2,260.8941
Orig. Grnd. = 2,256.4912
CL
CL_SG
Sta. 13+27.00 R 1
Des. Grade = 2,261.7274
Subgrade = 2,260.8941
Orig. Grnd. = 2,256.4912
CL
1:6
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:6.8
-1.6194% +1.6194%
1:6
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:7
06-Apr-2016 01:53 PM ftp://198.145.188.2/std_plan/mt-a2013018lay_xa01.dgn [Int_ft2D]
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Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet2
E x is ti g
R
W
E x is ti
W
24 inch Pipe culvert
CL_SG
Sta. 13+33.00 R 1
Des. Grade = 2,261.6074
Subgrade = 2,260.7741
Orig. Grnd. = 2,256.2220
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4.3
-1.9914% +1.9914%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4.4
W
R
CL_SG
Sta. 13+50.00 R 1
Des. Grade = 2,261.2674
Subgrade = 2,260.4341
Orig. Grnd. = 2,257.9416
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4
W
R
CL_SG
Sta. 13+55.02 R 1
Des. Grade = 2,261.1670
Subgrade = 2,260.3337
Orig. Grnd. = 2,257.9144
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4
E x is ti
W
W
R
CL_SG
Sta. 13+60.00 R 1
Des. Grade = 2,261.0674
Subgrade = 2,260.2341
Orig. Grnd. = 2,257.8905
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4
O
H
P 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
P a v e m e n t
E x is ti
W
W
R
CL_SG
Sta. 14+00.00 R 1
Des. Grade = 2,260.2674
Subgrade = 2,259.4341
Orig. Grnd. = 2,256.7793
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:6
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it
1:4
2250 2250
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2270 2270
2250 2250
2260 2260
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2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet3 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 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 x is ti
W
E x is ti
W
W
R
CL_SG
Sta. 14+28.76 R 1
Des. Grade = 2,259.6922
Subgrade = 2,258.8589
Orig. Grnd. = 2,251.2656
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3 -2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4 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 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 x is ti
W
E x is ti
W
W
R
CL_SG
Sta. 14+50.00 R 1
Des. Grade = 2,259.2674
Subgrade = 2,258.4341
Orig. Grnd. = 2,252.4458
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4 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 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 x is ti
W
E x is ti
W
W
R
CL_SG
Sta. 14+64.80 R 1
Des. Grade = 2,258.9714
Subgrade = 2,258.1381
Orig. Grnd. = 2,253.9653
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4 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 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 x is ti
W
E x is ti
W
24 inch Pipe culvert
Inlet/outlet ditch
CL_SG
Sta. 14+90.00 R 1
Des. Grade = 2,258.4674
Subgrade = 2,257.6341
Orig. Grnd. = 2,255.4842
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4.9
-2.8387% +2.7388%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4.8
E d g e f
D ir t
R o a d
G a s
L in e 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 15+00.00 R 1
Des. Grade = 2,258.2674
Subgrade = 2,257.4341
Orig. Grnd. = 2,255.7023
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4
-2.0000% +2.0000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:3
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2250 2250
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2250 2250
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2250 2250
2260 2260
2270 2270
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet4 s
L in e 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 15+18.15 R 1
Des. Grade = 2,257.9216
Subgrade = 2,257.0882
Orig. Grnd. = 2,256.0170
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:4.1
-1.8450% +1.8656%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:3
E d g e t
R o a d s
L in e 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 15+47.22 R 1
Des. Grade = 2,257.4999
Subgrade = 2,256.6666
Orig. Grnd. = 2,256.3522
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
-2.0000% +1.3249%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:3
E d g e t
R o a d s
L in e 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 15+50.00 R 1
Des. Grade = 2,257.4684
Subgrade = 2,256.6350
Orig. Grnd. = 2,256.3733
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3 -2.0000% +1.2388%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
S lo p e
E x c e p ti e d
1:3 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 15+70.36 R 1
Des. Grade = 2,257.2842
Subgrade = 2,256.4509
Orig. Grnd. = 2,256.5282
CL
1:3
SHLD_SGFM_SSGHPF
CP_SG
E x c a v a ti o n
L im it s
SSF
1:3<
D it c h
F o r e s lo p e
In te r s e c t
-2.0000% +0.6076%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 15+83.15 R 1
Des. Grade = 2,257.2106
Subgrade = 2,256.3772
Orig. Grnd. = 2,256.6246
CL
1:3
SHLD_SGFM_SSGHPF
CP_SG
E x c a v a ti o n
L im it s
SSF
1:3<
D it c h
F o r e s lo p e
In te r s e c t
-2.0000% +0.2113%
1:3
SHLD_SGFM_SSGHPF
CP_SG
E x c a v a ti o n
L im it s
SSF
1:3
D it c h
F o r e s lo p e
In te r s e c t
06-Apr-2016 01:54 PM ftp://198.145.188.2/std_plan/mt-a2013018lay_xa01.dgn [Int_ft2D]
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Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet5 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 16+00.00 R 1
Des. Grade = 2,257.1631
Subgrade = 2,256.3298
Orig. Grnd. = 2,256.7492
CL
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n
L im it s
SSC
1:20<
D
L it c h
G r a d e
1:3 -2.0000% -0.3112%
1:3
SHLD_SGFM_SSGHPF
CP_SG
E x c a v a ti o n
L im it s
SSF
1:3<
D it c h
F o r e s lo p e
In te r s e c t 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 16+50.00 R 1
Des. Grade = 2,257.3541
Subgrade = 2,256.5208
Orig. Grnd. = 2,257.0933
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:6
-2.0000% -1.8612%
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n
L im it s
SSC
1:20
D c h
G r a d e
1:3 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 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 x is ti
W
E x is ti
W
CL_SG
Sta. 17+00.00 R 1
Des. Grade = 2,257.9198
Subgrade = 2,257.0865
Orig. Grnd. = 2,257.6679
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:4 -2.0000% -2.0000%
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n
L im it s
SSC
1:20
D c h
G r a d e
17-Feb-2016 10:38 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
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Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 6 w e r
L in e
E x is ti
W
CL_SG
Sta. 171+50.00 R 1
Des. Grade = 2,258.969
Subgrade = 2,258.136
Orig. Grnd. = 2,258.719
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
CP_SGSSF
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 172+00.00 R 1
Des. Grade = 2,259.384
Subgrade = 2,258.550
Orig. Grnd. = 2,258.964
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 -2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 172+50.00 R 1
Des. Grade = 2,260.065
Subgrade = 2,259.232
Orig. Grnd. = 2,259.008
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 173+00.00 R 1
Des. Grade = 2,260.881
Subgrade = 2,260.047
Orig. Grnd. = 2,259.038
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
17-Feb-2016 10:38 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 7 w e r
L in e
E x is ti
W
CL_SG
Sta. 173+50.00 R 1
Des. Grade = 2,261.696
Subgrade = 2,260.863
Orig. Grnd. = 2,259.126
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
CL_SG
Sta. 174+00.00 R 1
Des. Grade = 2,262.512
Subgrade = 2,261.678
Orig. Grnd. = 2,259.422
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
E x is ti
W
Approach Radius
CL_SG
Sta. 174+50.00 R 1
Des. Grade = 2,263.327
Subgrade = 2,262.494
Orig. Grnd. = 2,260.012
CL
32SHLD_SG
APRML
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
E x is ti
W
15% Approach Road LT CL_SG
Sta. 174+66.00 R 1
Des. Grade = 2,263.588
Subgrade = 2,262.755
Orig. Grnd. = 2,260.269
CL
32SHLD_SG
APRML
-2.074% -1.921%
1:3
SHLD_SGFM_SSGHPF
17-Feb-2016 10:39 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 8 w e r
L in e
E x is ti
W
E x is ti
W
Approach Radius CL_SG
Sta. 174+70.98 R 1
Des. Grade = 2,263.669
Subgrade = 2,262.836
Orig. Grnd. = 2,260.347
CL
32SHLD_SG
APRML
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 175+00.00 R 1
Des. Grade = 2,264.107
Subgrade = 2,263.274
Orig. Grnd. = 2,260.868
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 175+08.48 R 1
Des. Grade = 2,264.217
Subgrade = 2,263.384
Orig. Grnd. = 2,261.053
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 175+10.98 R 1
Des. Grade = 2,264.248
Subgrade = 2,263.415
Orig. Grnd. = 2,261.108
CL
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
1:1.5
17-Feb-2016 11:08 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 9 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
CL_SG
Sta. 175+22.67 R 1
Des. Grade = 2,264.384
Subgrade = 2,263.551
Orig. Grnd. = 2,261.363
CL
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.
-2.000% -2.000%
-2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
3.6 %
Approach Road LT
CL_SG
Sta. 175+35.00 R 1
Des. Grade = 2,264.510
Subgrade = 2,263.677
Orig. Grnd. = 2,261.606
CL
33SHLD_SG
APRML
-0.959% -2.178%
-2.178%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:4 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Approach Radius CL_SG
Sta. 175+47.67 R 1
Des. Grade = 2,264.622
Subgrade = 2,263.789
Orig. Grnd. = 2,261.824
CL
33SHLD_SG
APRML
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Approach Radius CL_SG
Sta. 175+48.48 R 1
Des. Grade = 2,264.628
Subgrade = 2,263.795
Orig. Grnd. = 2,261.838
CL
33SHLD_SG
APRML
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
17-Feb-2016 11:08 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 10 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Approach Radius
CL_SG
Sta. 175+50.00 R 1
Des. Grade = 2,264.641
Subgrade = 2,263.807
Orig. Grnd. = 2,261.864
CL
33SHLD_SG
APRML
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Approach Radius
CL_SG
Sta. 175+60.17 R 1
Des. Grade = 2,264.715
Subgrade = 2,263.881
Orig. Grnd. = 2,262.039
CL
33SHLD_SG
APRML
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
CL_SG
Sta. 175+78.25 R 1
Des. Grade = 2,264.818
Subgrade = 2,263.985
Orig. Grnd. = 2,262.383
CL
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5
R e ta in in
W ll F a c e
R e ta in ll F a c e
R e ta in ll F a c e w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
CL_SG
Sta. 175+85.17 R 1
Des. Grade = 2,264.853
Subgrade = 2,264.019
Orig. Grnd. = 2,262.528
CL
261:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
17-Feb-2016 10:39 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 11 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
CL_SG
Sta. 175+96.50 R 1
Des. Grade = 2,264.910
Subgrade = 2,264.076
Orig. Grnd. = 2,262.669
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
CL_SG
Sta. 176+00.00 R 1
Des. Grade = 2,264.927
Subgrade = 2,264.094
Orig. Grnd. = 2,262.822
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti u a r d r a il
E x is ti u a r d r a il
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
CL_SG
Sta. 176+04.50 R 1
Des. Grade = 2,264.950
Subgrade = 2,264.117
Orig. Grnd. = 2,262.467
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+00.00 R 1
Des. Grade = 2,265.430
Subgrade = 2,264.597
Orig. Grnd. = 2,263.174
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+08.00 R 1
Des. Grade = 2,265.470
Subgrade = 2,264.637
Orig. Grnd. = 2,263.180
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
17-Feb-2016 10:40 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 12
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+19.33 R 1
Des. Grade = 2,265.523
Subgrade = 2,264.689
Orig. Grnd. = 2,263.189
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+44.33 R 1
Des. Grade = 2,265.599
Subgrade = 2,264.765
Orig. Grnd. = 2,263.206
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
-2.000%
1:1.5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+50.00 R 1
Des. Grade = 2,265.608
Subgrade = 2,264.775
Orig. Grnd. = 2,263.209
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+56.02 R 1
Des. Grade = 2,265.615
Subgrade = 2,264.782
Orig. Grnd. = 2,263.223
CL
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 13
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+56.83 R 1
Des. Grade = 2,265.616
Subgrade = 2,264.782
Orig. Grnd. = 2,263.225
CL
261:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5
E x is ti n g
F e n c e w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+81.83 R 1
Des. Grade = 2,265.607
Subgrade = 2,264.774
Orig. Grnd. = 2,263.282
CL
-2.000%
251:1 .5
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+93.52 R 1
Des. Grade = 2,265.584
Subgrade = 2,264.751
Orig. Grnd. = 2,263.310
CL
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
-2.000%
24 25
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 177+96.02 R 1
Des. Grade = 2,265.577
Subgrade = 2,264.744
Orig. Grnd. = 2,263.315
CL
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 14 w e r
L in e
E x is ti
W
CL_SG
Sta. 178+00.00 R 1
Des. Grade = 2,265.566
Subgrade = 2,264.733
Orig. Grnd. = 2,263.324
CL
-2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1 .5
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:1.5 w e r
L in e
E x is ti
W
CL_SG
Sta. 178+33.52 R 1
Des. Grade = 2,265.437
Subgrade = 2,264.603
Orig. Grnd. = 2,263.425
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 178+50.00 R 1
Des. Grade = 2,265.371
Subgrade = 2,264.537
Orig. Grnd. = 2,263.477
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 179+00.00 R 1
Des. Grade = 2,265.171
Subgrade = 2,264.338
Orig. Grnd. = 2,263.594
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
17-Feb-2016 10:41 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 15
CL_SG
Sta. 179+50.00 R 1
Des. Grade = 2,264.972
Subgrade = 2,264.138
Orig. Grnd. = 2,263.720
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 180+00.00 R 1
Des. Grade = 2,264.772
Subgrade = 2,263.939
Orig. Grnd. = 2,263.828
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 -2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 w e r
L in e
E x is ti
W
CL_SG
Sta. 180+50.00 R 1
Des. Grade = 2,264.573
Subgrade = 2,263.739
Orig. Grnd. = 2,263.920
CL
1:3
SHLD_SGFM_SSGHPF
CP_SGSSF
1:3 -2.000% -2.000%
1:3
SHLD_SGFM_SSGHPF
CP_SGSSF
1:3 w e r
L in e
E x is ti
W
E x is ti
W
CL_SG
Sta. 181+00.00 R 1
Des. Grade = 2,264.373
Subgrade = 2,263.540
Orig. Grnd. = 2,264.014
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
1:3 -2.000% -2.000%
1:3
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG1:3
17-Feb-2016 10:41 AM ...\mt-a2013018lay_xa03.dgn [Int_ft2D]
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Mainline Cross Sections Sheet 16 w e r
L in e
E x is ti
W
CL_SG
Sta. 181+50.00 R 1
Des. Grade = 2,264.174
Subgrade = 2,263.340
Orig. Grnd. = 2,263.923
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
1:3 -2.000% -2.000%
1:3
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:4
17-Feb-2016 10:52 AM ...\mt-a2013018lay_xa02.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Bowdoin Road Cross Sections Sheet 1
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e
CL_SG
Sta. 500+10.00 R 1
Des. Grade = 2,259.820
Subgrade = 2,258.987
Orig. Grnd. = 2,259.567
CL
33SHLD_SG
APRML
-0.111% +0.111%
33SHLD_SG
APRML
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e
E d g e o f
E x is t
S h o u ld e r
CL_SG
Sta. 500+13.40 R 1
Des. Grade = 2,259.786
Subgrade = 2,258.953
CL
1:3
SHLD_SGFM_SSG1:14.7
BDTHPC
SSCCP_SG
1:6.1 -0.322% +0.322%
1:3 24 25
SHLD_SGFM_SSG
1:6.7
BDTHPC
SSCCP_SG
1:2.
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e
E d g e o f
E x is t
S h o u ld e r
CL_SG
Sta. 500+25.00 R 1
Des. Grade = 2,259.671
Subgrade = 2,258.838
Orig. Grnd. = 2,257.406
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.7 -1.041% +1.041%
1:3 24 25
SHLD_SGFM_SSG
1:4.2
BDTHPC
SSCCP_SG
1:1 .8
E x is ti
P h o n e
U
G
F ib e r
O p ti c
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
CL_SG
Sta. 500+39.47 R 1
Des. Grade = 2,259.527
Subgrade = 2,258.694
Orig. Grnd. = 2,255.316
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-1.938% +1.938%
1:3 24 25
SHLD_SGFM_SSGHPF
CP_SGSSF
1:3.4
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Bowdoin Road Cross Sections Sheet 2
U
G
F ib e r
O p ti c
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
CL_SG
Sta. 500+50.00 R 1
Des. Grade = 2,259.423
Subgrade = 2,258.590
Orig. Grnd. = 2,255.513
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSGHPF
CP_SGSSF
1:3.3
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 500+67.30 R 1
Des. Grade = 2,259.251
Subgrade = 2,258.418
Orig. Grnd. = 2,257.951
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 500+75.00 R 1
Des. Grade = 2,259.175
Subgrade = 2,258.341
Orig. Grnd. = 2,258.582
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 500+79.13 R 1
Des. Grade = 2,259.134
Subgrade = 2,258.300
Orig. Grnd. = 2,258.690
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSG
BDT
CP_SGSSC
1:20.2
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
2250 2250
2260 2260
2270 2270
2280 2280
Federal Highway Administration
MT PHILLIPS 201(1)
Bowdoin Road Cross Sections Sheet 3 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
E x is ti
W
CL_SG
Sta. 500+96.93 R 1
Des. Grade = 2,258.957
Subgrade = 2,258.124
Orig. Grnd. = 2,258.967
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 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
E x is ti
W
CL_SG
Sta. 501+00.00 R 1
Des. Grade = 2,258.926
Subgrade = 2,258.093
Orig. Grnd. = 2,258.954
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.3
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 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
E x is ti
W
CL_SG
Sta. 501+01.90 R 1
Des. Grade = 2,258.908
Subgrade = 2,258.074
Orig. Grnd. = 2,258.943
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.3
-2.000% +2.000%
1:3 24 25
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 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
E x is ti
W
CL_SG
Sta. 501+12.02 R 1
Des. Grade = 2,258.807
Subgrade = 2,257.974
Orig. Grnd. = 2,258.822
CL
11 20
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.3
-2.000% +1.850%
1:3 24 25
SHLD_SGFM_SSGHPF
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
Federal Highway Administration
MT PHILLIPS 201(1)
Bowdoin Road Cross Sections Sheet 4 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
E x is ti
W
CL_SG
Sta. 501+25.00 R 1
Des. Grade = 2,258.688
Subgrade = 2,257.855
Orig. Grnd. = 2,258.623
CL
11 20
1:3
SHLD_SGFM_SSG
BDT
CP_SGSSC
1:20.31:3 -2.000% +1.045%
1:3 24 25
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG1:1
.3
E x is ti
P h o n e
U
G
F ib e r
O p ti c
L in e 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
E x is ti
W
CL_SG
Sta. 501+34.33 R 1
Des. Grade = 2,258.622
Subgrade = 2,257.789
Orig. Grnd. = 2,258.583
CL
11 20
1:3
SHLD_SGFM_SSG
BDT
CP_SGSSC
1:201:3 -2.000% +0.466%
1:3 24 25
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
W
R
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 501+50.00 R 1
Des. Grade = 2,258.549
Subgrade = 2,257.716
Orig. Grnd. = 2,258.540
CL
11 20
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
1:1.3
-2.000% -0.505%
1:3 24 25
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
E x is ti n g
F e n c e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 501+62.83 R 1
Des. Grade = 2,258.525
Subgrade = 2,257.691
Orig. Grnd. = 2,258.518
CL
11 20
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
1:1.3
-2.000% -1.301%
1:3 24 25
SHLD_SGFM_SSG
1:3.1
BDTHPC
SSCCP_SG
1:1 .3
E x is ti n g
F e n c e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 501+75.00 R 1
Des. Grade = 2,258.531
Subgrade = 2,257.698
Orig. Grnd. = 2,258.525
CL
11 20
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
1:1.3
-2.000% -2.000%
1:3 24 25
SHLD_SGFM_SSG
1:3.1
BDTHPC
SSCCP_SG
1:1 .3
17-Feb-2016 10:53 AM ...\mt-a2013018lay_xa02.dgn [Int_ft2D]
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
2250 2250
2260 2260
2270 2270
Federal Highway Administration
MT PHILLIPS 201(1)
Bowdoin Road Cross Sections Sheet 5
E x is ti n g
F e n c e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 501+75.30 R 1
Des. Grade = 2,258.532
Subgrade = 2,257.699
Orig. Grnd. = 2,258.526
CL
11 20
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
1:1.3
-2.000% -2.000%
1:3 24 25
SHLD_SGFM_SSG
1:3.1
BDTHPC
SSCCP_SG
1:1 .3
E x is ti n g
F e n c e
E x is ti n g
F e n c e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 501+86.53 R 1
Des. Grade = 2,258.564
Subgrade = 2,257.731
Orig. Grnd. = 2,258.562
CL
11 20
1:3
SHLD_SGFM_SSG
BDT
CP_SGSSC
1:20 1:3 -2.000% -2.000%
1:3 23 24
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
E x is ti n g
F e n c e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 502+00.00 R 1
Des. Grade = 2,258.613
Subgrade = 2,257.780
Orig. Grnd. = 2,258.608
CL
11 20
1:3
SHLD_SGFM_SSG
BDT
CP_SGSSC
1:20 1:3 -2.000% -2.000%
1:3 23 24
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
E x is ti n g
F e n c e
U
G
F ib e r
O p ti c
L in e w e r
L in e
E x is ti
W
E x is ti
W
E x is ti
W
CL_SG
Sta. 502+10.00 R 1
Des. Grade = 2,258.650
Subgrade = 2,257.817
Orig. Grnd. = 2,258.646
CL
11 20
1:3
SHLD_SGFM_SSG
BDT
CP_SGSSC
1:201:3 -2.000% -2.000%
1:3 23 24
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
1:1 .3
| XS1 |
| XS2 |
| XS3 |
| XS4 |
| XS5 |
| XS6 |
| XS7 |
| XS8 |
| XS9 |
| XS10 |
| XS11 |
| XS12 |
| XS13 |
| XS14 |
| XS15 |
| XS16 |
File details come from the government source that posted it. Updated .