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Utility Contact List and Plan Sheet Index NDDOT
NH-3-281(130)148
US Hwy 281
1 of 1
8/14/2017
1 9 8 8033+35 8033+37 180 LF 3.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Telephone Line 2 Crossing Not Reimbursable
2 10-11 10-12 8050+05 8055+19 414 LF 4.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Telephone Line 2 Left Not Reimbursable
3 11 13 8056+84 8058+08 125 LF 2.0' - c Inside of Right of Way 1 pedestal at end of run North Dakota Telephone Company During Construction Buried Telephone Line 2 Left Not Reimbursable
4 11-1217-21,
43-458067+10 8073+90 705 LF 5.0' - f Outside of Right of Way
4 utility poles in span that need to be relocated. OH clearance will be an
issue.
Otter Tail Power Company &
Northern Plains Electric Coop. Inc.March 2018 Overhead Utility Line 1 Right Reimbursable
5 12 47-48 8077+78 8082+56 638 LF 2.5' - c Inside of Right of Way
Crosses 39th St NE to be obliterated and US 281 to be obliterated. Also
crosses through wetland mitigation area. Contact Utility when working in
this area. Line can be deenergized and the Utility will be on site to work
along side the Contractor
Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 2 Left Not Reimbursable
6 12-13,1948-50,
56-578082+56 8088+20 665 LF 2.5' - c Outside of Right of Way
Crosses through wetland mitigation area.Contact Utility when working in
this area. Line can be deenergized and the Utility will be on site to work
along side the Contractor
Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 1 Left Reimbursable
7 12-13, 1949-50,
54-558083+60 8085+07 240 LF 2.7' - f Inside of Right of Way
Crosses proposed CR 29. 2 utility poles in obliteration span that will need
to be moved due to OH clearance will being an issueOtter Tail Power Company March 2018 Overhead Utility Line 2 Left Not Reimbursable
8 13 22-23 8090+36 8091+04 81 LF Outside of Right of Way
Crosses Underneath proposed Culvert. Contact Utility when working in
this area. Line can be deenergized and the Utility will be on site to work
along side the Contractor
Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 1 Left Reimbursable
9 13 23-24 8091+10 8094+81 406 LF 6.0' - c Outside of Right of Way
Crosses proposed US 281. Contact Utility when working in this area.
Line can be deenergized and the Utility will be on site to work along side
the Contractor
Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 1 Crossing Reimbursable
10 13 23-24 8091+42 8097+20 464 LF 9.5' - f Outside of Right of Way 3 utility pole in span. OH clearance will be an issue. Otter Tail Power Company March 2018 Overhead Utility Line 1 Crossing Reimbursable
11 13 23-24 8092+67 8096+44 600 LF 6.0' - c Inside of Right of WayCrosses proposed and existing US 281. 1 pedestal at 90 degree turn in
radius of proposed approach to substationNorth Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Crossing Not Reimbursable
12 14-15 29-30 8117+90 8121+06 327 LF 1.5' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Right Not Reimbursable
13 15 32-33 8129+00 8133+00 401 LF 2.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Left Not Reimbursable
14 15 32-33 8129+72 8131+24 250 LF 4.0' - c Inside of Right of Way Central Plains Water District End of 2017 Buried Water Line 2 Crossing Not Reimbursable
15 16 37-41 8146+00 8159+00 1300 LF 2.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Left Not Reimbursable
Approx.
Qty.Item P&P Sht # Approx. Sta
to Approx.
Sta.
Cross
Section
Sht #
Approx.
Max
Cut/Fill
Offset Not / ReimbursableLocation Comments Utility Type of Facility1 State,
2 Utility
Estimated Timeline of
Conflict Resolution
Utility Contact List and Plan Sheet Index NDDOT
NH-3-281(130)148
US Hwy 281
Page 1 of 1
8/9/2017
Address Contact Name Email
# Sta. to Sta. PO Box 180, Devils Lake, ND 58301 Mr. Terry Thompson (701) 662-1100 [email protected]
1 7855+00 7875+00 Mr. TJ Kurtz (701) 662-1100 [email protected]
2 7875+00 7895+00
3 7895+00 7915+00 1515 West Main Street, Carrington, ND 58421 Mr. Seth Syverson (701) 652-1842 [email protected]
4 7915+00 7935+00 609 4th Ave, Cando, ND 58324 Mr. Rodney Kitsch (701) 230-0593 [email protected]
5 7935+00 7955+00
6 7955+00 7975+00 Central Plains Water District PO Box 157, Fessenden, ND 58438 Mr. Terry Morrow (701) 547-3751 [email protected]
7 7975+00 7995+00
8 7995+00 8015+00 Central Power 525 20th Ave SW, Minot, ND 58701 Mr. Ryan Callahan (701) 837-7461 [email protected]
9 8015+00 8035+00
10 8035+00 8055+00 524 5th Ave SE, Devils Lake, ND 58301 Mr. Dennis Huffman (218) 739-8764 [email protected]
12 8055+00 8085+00
13 8085+00 8100+00
14 8100+00 8120+00
15 8120+00 8140+00
16 8140+00 8160+00
17 8160+00 8180+00
18 00+00 05+00
19 100+00 115+00
Contact Information for Utility Facilities with Conflicts
Utility Company Phone NumberPlan and Profile Sheet #'s
Notes: Line markers (bird diverters) will be added at a ratio of 2:1 linear feet to the relocated overhead utility lines.
North Dakota Telephone Company
Northern Plains Electric Coop. Inc.
Otter Tail Power Company
N 6
2° 1
0' 0
0" E (Alig
n)
169R
WM
RB
170R
WM
C
171R
WM
C
172R
WM
C
173R
WM
RB
174R
WM
C
175R
WM
C
176R
WM
C
177R
WM
RB
178R
WM
RB
179R
WM
C
190R
WM
RB
191R
WM
C
192R
WM
C193R
WM
RB
Sec lineN 01° 01' 13" W
S 8
8° 56' 53"
W
N 8
8° 47' 50"
E
7855
+00
7860
+00
7865
+00
7870
+00
7875
+00
3118S
ET
RE
BA
R
401531
49
R Mkr 149
R/W Mon
R/W Mon
R/W Mon
R/W Mon
R/W Mon
R/W Mon
LS 6
615
Rebar and cap
5294.9
0'
W to
Cor
41Rec
LS 6
615
Rebar and cap
5293.2
9' E to
Cor
41Rec
E 2305529.31
N 357169.61
189P
C
RE
BA
R
210
ND 5
7
R-66-W
T-152-N
Sec 20
R-66-W
T-152-N
Sec 21
Rebar and Cap LS 6615
Cor 41Rec
0+00
100'
100'
150'
200'
1/1
6 Line
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_001.dgn6:22:57 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 1
US Highway 281
Utility Conflict Plan and Profile
2 CSFE
S (good
)
24" X 9
0' CSP (go
od)
7872+8
7 - 103' Lt
2 RCFES (good)
24" X 58' RCP (good)
7857+69 - CL
ND Tel Mkr
1463.34
1465.91
1466.50
1467.05
1468.83
1469.09
Gr
Gr
Asph
Asph
FO Box
Tel Ped
Asph
ND TEL
ND T
EL
ND TEL
ND T
EL
ND TEL
ND TEL
Approx Loc.
Approx
Loc.
Approx Loc.
ND TEL
ND TEL
ND TEL
Gr
Pvt Sign
Dest sign
Dest sign
Sign
7855
+00
7860
+00
7865
+00
7870
+00
7875
+00
Grading Limits
US Hwy 281
Sta 7
860+62.0
0
Begin O
verlay
Sta 7
860+12.0
0
Begin Project
MILL & OVERLAY
Existing Profile Grade
50' Milling Transition
Proposed Top of Asphalt
1,474.30
1,475.16
1,475.94
1,476.60
1,477.20
1,477.58
1,478.11
1,478.51
1,478.82
1,479.38
1,479.33
1,479.26
1,478.83
1,478.33
1,478.19
1,478.34
1,478.46
1,478.50
1,478.62
1,478.91
1,478.59
7861+00 7862+00 7863+00 7864+00 7865+00 7866+00 7867+00 7868+00 7869+00 7870+00 7871+00 7872+00 7873+00 7874+00 7875+00 7876+00
1,478.19
1,478.60
1,478.91
1,479.46
1,479.42
1,479.35
1,478.92
1,478.42
1,478.27
1,478.42
1,478.54
1,478.58
1,478.70
1,478.99
1,478.68
176RWMC
177RWMRB
178RWMRB
179RWMC
180RWMC
181RWMRB
182RWMC
197RWMC
198RWMC
199RWMRB
200RWMRB
201RWMRB
202RWMC
R-66-W
T-152-N
Sec 20
7875+00
7880
+00
7885
+00
7890
+00
7895+00
R/W M
on
R/W M
on
R/W M
on
R/W M
on
3 R/W M
ons
2 R/W M
ons
0+00
125'
1/16 Line
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_002.dgn6:23:15 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 2
US Highway 281
Utility Conflict Plan and Profile
2 CSFES (good)
24" X 90' CSP (good)
7872+87 - 103' Lt
2 RCFES (good)
30" X 162' RCP (good)
7876+61 - CL
Sullys Hill Nation
al Game Preserve
Fort Tottenn Sta
te Historic Site
NTHN PLN
S ELE
C
1464.88
1465.91
1466.50
Gr
Gr
Asph
Asph
Asph
Elec Trans
ND TEL
ND TEL
ND TEL
ND TEL
ND TEL
Approx Loc.
Approx Lo
c.
Appro
x L
oc.
UTILIT
Y OW
NER AND
WAS N
OT LO
CATED IN T
HE FI
ELD
WAS D
RAWN
FROM MAP
S PROVI
DED BY
THE
THE TE
LEPHONE
CABLE S
HOWN IN T
HIS
AREA
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELD
WAS DRAWN FROM MAPS PROVIDED BY THE
THE TELEPHONE CABLE SHOWN IN THIS AREA
Chnlk
Lg trees
Wire Lg
trees
Lg trees
Mailbo
x
E Mtr
Dest sign
7875+00
7880
+00
7885
+00
7890
+00
7895+00
Grading Limits
US Hwy 281
Sta 7
876+75.0
0
Begin Sliver
Widenin
g
Sta 7
885+21.6
8
End Sliver
Widenin
g
MILL & OVERLAY
Existing Profile Grade
SLIVER WIDENING
Sta 7895+05 to 7898+30325' Milling Transition
Proposed Top of Asphalt
Inlet Elevation = 1465.91 (Lt)
Outlet Elevation = 1464.88 (Rt)
Existing 30" x 162' RCP
Sta 7876+61
1,478.59
1,478.62
1,478.80
1,479.22
1,479.66
1,480.22
1,481.21
1,482.08
1,482.43
1,483.30
1,484.10
1,484.58
1,485.46
1,486.31
1,487.43
1,487.77
1,488.28
1,488.43
1,488.53
1,488.79
1,488.69
7874+00 7875+00 7876+00 7877+00 7878+00 7879+00 7880+00 7881+00 7882+00 7883+00 7884+00 7885+00 7886+00 7887+00 7888+00 7889+00 7890+00 7891+00 7892+00 7893+00 7894+00 7895+00
1,478.68
1,478.70
1,478.89
1,479.31
1,479.75
1,480.30
1,481.30
1,482.17
1,482.52
1,483.39
1,484.18
1,484.67
1,485.54
1,486.39
1,487.51
1,487.85
1,488.36
1,488.51
1,488.62
1,488.87
1,488.78
7896+00
30" X 48' RCP
7912+89 - CL
183RWMRB
184RWMC
185RWMRB
186RWMC187
RWMC
188RWMRB
203RWMC
204RWMRB
205RWMRB 206
RWMC
207RWMC
208RWMRB
Sec line
S 0
1° 17' 55"
E
7895
+00
7900
+00
7905
+00
7910
+00
7915
+00
N 89° 05' 14" E (Align & Sec line)
3103SET REBAR
N 0
0° 57' 18"
W
R/W Mon
LS 6
615
Rebar and cap
5274.6
0' N to
Cor
41
Rec
LS 6
615
Rebar and cap
5293.0
5' S to
Cor
41
Rec
Rebar and Cap LS 6615
Cor41Rec
E 2302834.28
N 359765.56
209PT
R-66-W
T-152-N
Sec 17
R-66-W
T-152-N
Sec 20
3 R/W Mons
3 R/W Mons
100'
100'120'
1/1
6 Line
1/1
6 Line
1440
1445
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1440
1445
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_003.dgn6:23:28 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 3
Utility Conflict Plan and Profile
US Highway 281
1458.841458.89
Rip Rap
Rip RapGr
Asph
Gr
Asph
1473.791475.45
Gr
Tel Ped
Lg trees
WireLg trees
2 CSFES (good)
18" X 88' CSP (good)
7908+14 - 52' Rt
2 CSFES (good)
18" X 59' CSP (good)
7901+18 - 48' Lt
Asph
Elec Trans
ND TELND TELApprox Loc. Approx Loc.
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELDWAS DRAWN FROM MAPS PROVIDED BY THE THE TELEPHONE CABLE SHOWN IN THIS AREA
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELDWAS DRAWN FROM MAPS PROVIDED BY THE THE TELEPHONE CABLE SHOWN IN THIS AREA
Chnlk
Lg treesLg trees
Mailbox
E Mtr
7895
+00
7900
+00
7905
+00
7910
+00
7915
+00
Remove & Dispose
Remove & Dispose
Existing to Remain
Sta 7913+17 Lt to Sta 7913+17 Rt
Install 72" X 90' Pipe Conduit
Install 2 - 72" FES
In @ 44.4' Lt
Out @ 45.2' Rt
Grading Limits
US Hwy 281
OVERLAYMILL &
Existing Profile Grade
Sta 7
898+30
End O
verlay
Sta 7895+05 to 7898+30325' Milling Transition
Begin F
ull D
epth R
ecla
mation
1,487.49
VPI 7899+75.00
EL 1,485.11
- 2.3515 %
L = 250.00'
K = 353
VPI 7907+60.00
EL 1,466.65
- 2.3515 %
+ 0.0058 %
L = 200.00'
K = 85
- 1.6431 %
Proposed Top of Asphalt
In = 1455.94 (Lt)
Out = 1455.76 (Rt)
Install 72" x 90' RCP
Sta 7913+17
EL: 1480.28
7898+86.57 Rt
EL: 1474.18
7901+50 Rt
EL: 1464.03
7906+00 Rt
EL: 1458.72
7908+55 Rt
-2.3156% Rt
-2.0824% Rt
EL: 1480.46
7898+86.57 Lt
EL: 1471.55
7902+65 Lt
-2.3545% Lt
1,488.69
1,488.17
1,487.63
1,486.88
1,485.55
1,483.77
1,481.31
1,478.90
1,476.55
1,474.10
1,471.92
1,469.73
1,467.37
1,465.69
1,465.74
1,465.75
1,465.77
1,465.83
1,465.77
1,466.06
1,465.98
7899+00 7900+00 7901+00 7902+00 7903+00 7904+00 7905+00 7906+00 7907+00 7908+00 7909+00 7910+00 7911+00 7912+00 7913+00 7914+00 7915+00 7916+007894+00 7895+00
1,488.78
7896+00 7897+00 7898+00
1,486.31
1,484.38
1,482.17
1,479.82
1,477.47
1,475.12
1,472.76
1,470.41
1,468.16
1,466.86
1,466.66
1,466.66
1,466.67
1,466.68
1,466.68
1,466.69
1,466.69
1,488.41
1,488.04
1,487.64
168REBAR
N 0
0° 59' 32"
W
R-66-W
T-152-N
Sec 17
R-66-W
T-152-N
Sec 20
R-66-W
T-152-N
Sec 18
R-66-W
T-152-N
Sec 19
US 281
S 0
1° 03' 37"
E
7915
+00
7920
+00
7925
+00
7930
+00
7935
+00
S 89° 11' 39" W (Align & Sec line)20230150
R Mkr 150
Sto
ne
5309.3
2' N to
Rec S
ec C
or
LS 6
615
Rebar and C
ap
2651.4
5' S to
Cor
41
Rec
Rebar
Rec Sec Cor
E 2300186.18
N 359723.37
150'
100'
100'
1/1
6 Line
1/1
6 Line
1440
1445
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1440
1445
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_004.dgn6:23:42 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 4
US Highway 281
Utility Conflict Plan and Profile
Rip Rap
Rip Rap
Asph
1465.85 1467.77
Gr
1472.031469.83
Asph
Gr
Tel Ped
2 CSFES (good)
18" X 76' CSP (good)
7927+89 - 50' Lt
18" X 47' CSP (good)
7926+67 - 47' Rt
ND TEL ND TELApprox Loc. Approx Loc.
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELDWAS DRAWN FROM MAPS PROVIDED BY THE THE TELEPHONE CABLE SHOWN IN THIS AREA
7915
+00
7920
+00
7925
+00
7930
+00
7935
+00
Remove & Dispose
Remove & Dispose
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 7924+70.00
EL 1,466.75
+ 0.0058 %
+ 3.6
607
%
L = 200.00'
K = 55
VPI 7930+30.00
EL 1,487.25
+ 3.6
607
%
- 0.6169 %
L = 820.00'
K = 192
- 0.6169 %
Proposed Top of Asphalt
1,465.98
1,465.95
1,465.99
1,465.98
1,465.84
1,465.79
1,465.83
1,465.96
1,465.79
1,465.88
1,467.39
1,470.53
1,473.88
1,476.93
1,479.56
1,481.80
1,483.04
1,483.95
1,484.21
1,484.00
1,483.53
7914+00 7915+00 7916+00 7917+00 7918+00 7919+00 7920+00 7921+00 7922+00 7923+00 7924+00 7925+00 7926+00 7927+00 7928+00 7929+00 7930+00 7931+00 7932+00 7933+00 7934+00 7935+00 7936+00
1,466.69
1,466.70
1,466.70
1,466.71
1,466.72
1,466.72
1,466.73
1,466.73
1,466.74
1,466.83
1,468.30
1,471.51
1,475.00
1,477.99
1,480.45
1,482.39
1,483.80
1,484.70
1,485.07
1,484.93
1,484.35
Sec line
US 281
N 0
0° 52' 59"
WS 0
1° 05' 08"
E
7935
+00
7940
+00
7945
+00
7950
+00
7955
+00
S 89° 11' 39" W (Align & Sec line)
3104SET REBAR
LS 6
615
Rebar and cap
5305.7
8' S to
Cor
41
Rec
LS 6
615
Rebar and cap
5301.5
8' N to
Cor
41
Rec
Rebar and Cap LS 6615
Cor41Rec
E 2297521.54
N 359685.90
R-66-W
T-152-N
Sec 18
R-66-W
T-152-N
Sec 19
100'
100'
1/1
6 Line
1/1
6 Line
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_005.dgn6:23:56 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 5
US Highway 281
Utility Conflict Plan and Profile
1473.63
1474.57
1475.20
1475.83Gr
1480.83
Tel Ped Tel Ped
1481.71
Asph
1487.33
1487.42
2 RCFES (poor)
24" X 80' RCP (poor)
7952+47 - CL
2 RCFES (poor)
24" X 82' RCP (poor)
7948+17 - CL
2 RCFES (poor)
36" X 80' RCP (poor)
7939+48 - CL
2 CSFES (poor)
24" X 71' CSP (poor)
7940+98 - 64' Rt
ND TEL
ND TEL Approx Loc.
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELDWAS DRAWN FROM MAPS PROVIDED BY THE THE TELEPHONE CABLE SHOWN IN THIS AREA
Mailbox
7935
+00
7940
+00
7945
+00
7950
+00
7955
+00
Remove & Dispose
Remove & Dispose 2 RC FES
Extend 6 LF Lt & 14 LF Rt
Install 2 RC FES
Remove & Dispose 2 RC FES
Extend 8 LF Lt & 12 LF Rt
Install 2 RC FES
Remove & Dispose 2 RC FES
Extend 24 LF Lt & 22 LF Rt
Install 2 RC FES
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 7938+00.00
EL 1,482.50
- 0.6169 % + 0.5750 %
L = 400.00'
K = 336VPI 7948+00.00
EL 1,488.25
+ 0.5750 %
+ 2.0
563 %
L = 400.00'
K = 270
+ 2.0
563 %
Proposed Top of Asphalt
Inlet Elevation = 1487.42 (Rt)
Outlet Elevation = 1487.33 (Lt)
Existing 24" x 80' RCP
Sta 7952+47
Inlet Elevation = 1481.71 (Lt)
Outlet Elevation = 1480.83 (Rt)
Existing 24" x 82' RCP
Sta 7948+17Inlet Elevation = 1475.20 (Lt)
Outlet Elevation = 1473.63 (Rt)
Existing 36" x 80' RCP
Sta 7939+48
-0.1700% Rt
EL: 1488.29
7951+45 Rt
EL: 1488.12
7952+45 Rt
EL: 1488.34
7953+00 Rt
0.4000% Rt
EL: 1477.12
7939+00 Lt
EL: 1475.57
7939+50 Lt-3.1000% Lt
EL: 1477.54
7940+00 Lt
3.9400% Lt-0.4154% Lt
2.0820% Lt
EL: 1482.17
7947+50 Lt
EL: 1481.90
7948+15 Lt
EL: 1488.25
7951+20 Lt
-0.2960% Lt
EL: 1487.88
7952+45 Lt
5.0375% Lt
EL: 1491.91
7953+25 Lt
1.5314% Lt
1,483.53
1,483.02
1,482.57
1,482.28
1,482.30
1,482.89
1,483.57
1,484.17
1,484.77
1,485.08
1,485.90
1,486.43
1,487.05
1,488.03
1,489.33
1,491.54
1,493.65
1,495.51
1,497.40
1,499.47
1,501.20
7934+00 7935+00 7936+00 7937+00 7938+00 7939+00 7940+00 7941+00 7942+00 7943+00 7944+00 7945+00 7946+00 7947+00 7948+00 7949+00 7950+00 7951+00 7952+00 7953+00 7954+00 7955+00 7956+00
1,484.35
1,483.73
1,483.27
1,483.10
1,483.22
1,483.65
1,484.23
1,484.80
1,485.38
1,485.95
1,486.53
1,487.10
1,487.86
1,488.99
1,490.49
1,492.36
1,494.42
1,496.47
1,498.50
1,500.33
1,501.92
Sec line
N 0
0° 52' 59"
WS 0
1° 05' 08"
E
7955
+00
7960
+00
7965
+00
7970
+00
7975
+00
S 89° 11' 39" W (Align & Sec line)
3104SET REBAR
40097151
R Mkr 151
LS 6
615
Rebar and cap
5305.7
8' S to
Cor
41
Rec
LS 6
615
Rebar and cap
5301.5
8' N to
Cor
41
Rec
Rebar and Cap LS 6615
Cor41Rec
E 2297521.54
N 359685.90
R-66-W
T-152-N
Sec 18
R-66-W
T-152-N
Sec 19
100'
100'
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1480
1485
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_006.dgn6:24:09 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 6
US Highway 281
Utility Conflict Plan and Profile
Tel Ped
2 RCFES (poor)
24" X 78' RCP (poor)
7976+15 - CL
2 RCFES (poor)
24" X 84' RCP (poor)
7960+84 - CL
Approx Loc.
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELDWAS DRAWN FROM MAPS PROVIDED BY THE THE TELEPHONE CABLE SHOWN IN THIS AREA
1497.13
1497.67
Asph
7955
+00
7960
+00
7965
+00
7970
+00
7975
+00
Remove & Dispose 2 RC FES
Remove & Replace 2 Pipe Sections Lt (16 LF)
Extend 24 LF Lt & 22 LF Rt
Install 2 RC FES
Remove & Dispose 2 RC FES
Extend 14 LF Lt & 8 LF Rt
Install 2 RC FES
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 7956+00.00
EL 1,504.70
+ 2.0
563 %
+ 0.4424 %
L = 700.00'
K = 434
VPI 7961+04.22
EL 1,506.93
+ 0.4424 %
+ 3.5
532
%
L = 300.00'
K = 96
VPI 7967+04.22
EL 1,528.25
+ 3.5
532
%
+ 0.1860 %
L = 540.00'
K = 160
Proposed Top of Asphalt
Inlet Elevation = 1497.67 (Lt)
Outlet Elevation = 1497.13 (Rt)
Existing 24" x 84' RCP
Sta 7960+84
-3.5000% Rt
0.8453% Rt0.2280% Rt
-1.4000% Rt
EL: 1496.80
7960+85 Rt
EL: 1497.85
7961+00 Rt
EL: 1497.50
7960+65 Rt
EL: 1519.57
7967+35 Rt
EL: 1521.81
7970+00 Rt
EL: 1522.87
7974+65 Rt
EL: 1522.20
7975+90 Rt
EL: 1497.27
7956+75 Lt
EL: 1498.60
7960+50 Lt
EL: 1498.10
7960+85 Lt
-1.4286% Lt
EL: 1499.95
7961+30 Lt
4.1111% Lt
EL: 1515.18
7965+50 LtEL: 1518.78
7966+95 Lt
2.4828% L
t1.1115% Lt
EL: 1522.17
7970+00 LtEL: 1522.98
7973+50 Lt
0.2314% Lt
-0.3547% Lt
1.5314% Lt
7.0000% Rt
1,501.20
1,502.71
1,503.76
1,504.64
1,505.47
1,506.04
1,507.12
1,509.82
1,512.92
1,516.68
1,519.92
1,522.75
1,525.27
1,526.75
1,527.58
1,528.24
1,528.53
1,528.79
1,528.91
1,528.80
1,529.08
7954+00 7955+00 7956+00 7957+00 7958+00 7959+00 7960+00 7961+00 7962+00 7963+00 7964+00 7965+00 7966+00 7967+00 7968+00 7969+00 7970+00 7971+00 7972+00 7973+00 7974+00 7975+00 7976+00
1,501.92
1,503.29
1,504.42
1,505.33
1,506.00
1,506.58
1,508.01
1,510.49
1,513.89
1,517.44
1,520.86
1,523.69
1,525.90
1,527.48
1,528.44
1,528.80
1,528.99
1,529.17
1,529.36
1,529.54
1,529.73
219REBAR
N 0
0° 45' 28"
W
R-66-W
T-152-N
Sec 18
R-66-W
T-152-N
Sec 19
R-67-W
T-152-N
Sec 13
R-67-W
T-152-N
Sec 24
Sec line
S 0
1° 06' 42"
E
7975
+00
7980
+00
7985
+00
7990
+00
7995
+00
S 88° 28' 46" W (Align & Sec line)
Pipe
2646.2
2' N to
Cor
41
Rec
LS 6
615
Rebar and C
ap
5309.9
1' S to
Rec S
ec C
or
Rebar
Rec Sec Cor
E 2294862.18
N 359648.48100'
100'
1/1
6 Line
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_007.dgn6:24:23 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 7
US Highway 281
Utility Conflict Plan and Profile
Tel Ped
2 RCFES (poor)
24" X 78' RCP (poor)
7985+44 - CL
2 CSFES (good)
24" X 57' CSP (poor)
7981+15 - 59' Rt
24" X 57' CSP (poor)
7981+10 - 54' Lt
2 CSFES (good)
24" X 48' CSP (good)
7978+49 - 59' Rt
24" X 50' CSP (good)
7978+53 - 54' Lt
2 RCFES (poor)
24" X 78' RCP (poor)
7976+15 - CL
ND TELND TELApprox Loc.
Overhead Clearance = 24.0'
7980+14 - CL
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELD
WAS DRAWN FROM MAPS PROVIDED BY THE
THE TELEPHONE CABLE SHOWN IN THIS AREA
1521.94
1521.95
1523.13
1523.241523.32
1523.44 1523.75
1523.90
1524.04
1524.08
1524.30
1524.62
Asph
Wire
Gr
Gr
Wire
Asph
WireGr
7975
+00
7980
+00
7985
+00
7990
+00
7995
+00
Remove & Dispose
Remove & Dispose
Remove & Dispose
Remove & Dispose Remove & Dispose 2 RC FES
Remove & Replace 3 Pipe Sections Rt (24 LF)
Extend 8 LF Lt & 4 LF Rt
Install 2 RC FES
Pipe to flow north to south
Remove & Dispose 2 RC FES
Extend 14 LF Lt & 8 LF Rt
Install 2 RC FES
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 7986+40.00
EL 1,531.85
+ 0.1860 % + 0.2424 %
L = 250.00'
K = 4427
VPI 7995+08.52
EL 1,533.96
+ 0.2424 %
L = 600.00'
K = 244
Proposed Top of Asphalt
Inlet Elevation = 1521.95 (Rt)
Outlet Elevation = 1521.94 (Lt)
Existing 24" x 78' RCP
Sta 7976+15
-1.4000% Rt
4.2000% Rt
-3.6000% Rt
1.5000% Rt
EL: 1522.87
7974+65 Rt
EL: 1522.20
7975+90 Rt
EL: 1521.85
7976+15 Rt
EL: 1522.48
7976+30 Rt
EL: 1525.10
7985+20 Rt
EL: 1524.20
7985+45 Rt
EL: 1522.04
7976+15 Lt
-0.3547% Lt0.2699% Lt
EL: 1524.55
7985+45 Lt
0.3366% Lt
EL: 1526.25
7990+50 Lt
EL: 1527.25
7994+00 LtEL: 1524.50
7985+65 Rt0.2857% Lt
Pipe to flow north to south
Inlet Elevation = 1524.62 (Lt)
Outlet Elevation = 1524.30 (Rt)
Existing 24" x 78' RCP
Sta 7985+44
1,529.08
1,529.14
1,529.19
1,529.37
1,529.83
1,529.93
1,530.04
1,530.32
1,530.54
1,530.61
1,530.73
1,530.94
1,531.18
1,531.49
1,531.87
1,532.13
1,532.14
1,532.41
1,532.32
1,532.08
1,531.51
7974+00 7975+00 7976+00 7977+00 7978+00 7979+00 7980+00 7981+00 7982+00 7983+00 7984+00 7985+00 7986+00 7987+00 7988+00 7989+00 7990+00 7991+00 7992+00 7993+00 7994+00 7995+00 7996+00
1,529.73
1,529.92
1,530.10
1,530.29
1,530.47
1,530.66
1,530.85
1,531.03
1,531.22
1,531.40
1,531.59
1,531.78
1,532.00
1,532.24
1,532.48
1,532.72
1,532.97
1,533.21
1,533.28
1,532.94
1,532.20
24" X 68' RCP
8002+95 - CL
US 281
N 0
0° 58' 38"
W
7995
+00
8000
+00
8005
+00
8010
+00
8015
+00
S 0
1° 02' 52"
E
3105SET REBAR
LS 6
615
Rebar and cap
5302.5
8' S to
Cor
41
Rec
LS 6
615
Rebar and cap
5314.4
8' N to
Cor
41
Rec
Rebar and Cap LS 6615
Cor41Rec
E 2292205.74
N 359578.00
R-67-W
T-152-N
Sec 13
R-67-W
T-152-N
Sec 24
100'
100'
1/1
6 Line
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_008.dgn6:24:36 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 8
US Highway 281
Utility Conflict Plan and Profile
Tel Ped
ND TEL
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELD
WAS DRAWN FROM MAPS PROVIDED BY THE
THE TELEPHONE CABLE SHOWN IN THIS AREA
Rip Rap
Rip Rap
Wire Wire
Asph
Asph
Approx Loc.
7995
+00
8000
+00
8005
+00
8010
+00
8015
+00
Existing to Remain
Sta 8002+49 Lt to Sta 8002+49 Rt
Install 72" X 84' Pipe Conduit
Install 2 - 72" FES
In @ 41.8' Lt
Out @ 41.7' Rt
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 7995+08.52
EL 1,533.96
- 2.2127 %
L = 600.00'
K = 244
VPI 8002+65.52
EL 1,517.21
- 2.2127 % + 1
.7940 %
L = 800.00'
K = 200
+ 1.794
0 %
Proposed Top of Asphalt
In = 1512.39 (Lt)
Out = 1512.33 (Rt)
Install 72" x 84' RCP
Sta 8002+49
1,531.51
1,530.39
1,528.41
1,526.75
1,524.85
1,522.85
1,521.29
1,520.71
1,520.30
1,520.56
1,521.42
1,522.59
1,523.87
1,525.89
1,527.79
1,529.59
1,531.54
1,533.35
1,535.18
1,537.04
1,538.47
7994+00 7995+00 7996+00 7997+00 7998+00 7999+00 8000+00 8001+00 8002+00 8003+00 8004+00 8005+00 8006+00 8007+00 8008+00 8009+00 8010+00 8011+00 8012+00 8013+00 8014+00 8015+00 8016+00
1,532.20
1,531.04
1,529.48
1,527.50
1,525.32
1,523.53
1,522.24
1,521.46
1,521.17
1,521.38
1,522.10
1,523.31
1,525.00
1,526.79
1,528.59
1,530.38
1,532.18
1,533.97
1,535.76
1,537.56
1,539.35
6281-6
220REBAR
R-67-W
T-152-N
Sec 13
R-67-W
T-152-N
Sec 24
Sec line
N 0
1° 00' 07"
W
S 0
1° 01' 16"
E
8015
+00
8020
+00
8025
+00
8030
+00
8035
+00
S 88° 28' 46" W (Align & Sec line)
GPS 6
20182E480
BM E480
40091152
R Mkr 152
LS 6
615
Rebar and C
ap
2666.8
8' N to
Cor
41
Rec
LS 6
615
Rebar and C
ap
2647.5
3' S to
Cor
41
Rec
Rebar
Rec Sec Cor
E 2289554.58
N 359507.59100'
100'
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_009.dgn6:24:49 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 9
US Highway 281
Utility Conflict Plan and Profile
CE
NT P
L W
ATE
R DIS
T
Tel Ped
Tel Ped
24" X 67' CSP (poor)
8034+21 - 47' Lt
2 CSFES (poor)
24" X 66' CSP (poor)
8034+17 - 47' Rt
2 CSFES (good)
24" X 73' CSP (good)
8023+44 - 53' Lt
2 CSFES (poor)
24" X 96' CSP (poor)
8023+34 - 46' Rt
2 RCFES (poor)
24" X 80' RCP (poor)
8020+84 - CL
ND TEL
ND T
EL
ND TELApprox Loc.
UTILITY OWNER AND WAS NOT LOCATED IN THE FIELD
WAS DRAWN FROM MAPS PROVIDED BY THE
THE TELEPHONE CABLE SHOWN IN THIS AREA
1536.62
1536.791537.19 1537.53
1538.11
1539.49
1539.56
Wire
1539.75
1539.86
Overhead Clearance = 24.0'
8022+82 - CL
Wire
GrMailbox
Mailbox
Gr
Gr
Wire
Asph
Lg trees
Gr
Asph
Lg treesLg trees
1537.73
CENT PL WATER DIST
8015
+00
8020
+00
8025
+00
8030
+00
8035
+00
Remove & Dispose
Remove & Dispose
Remove & Dispose
Remove & Dispose
Remove & Dispose 2 RC FES
Extend 10 LF Lt & 14 LF Rt
Install 2 RC FES
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried Telephone line
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 8016+95.00
EL 1,542.85
+ 1.794
0 %
+ 0.5194 %
L = 400.00'
K = 314
VPI 8025+00.00
EL 1,547.03
+ 0.5194 % - 0.0024 %
L = 400.00'
K = 767
- 0.0024 %
Proposed Top of Asphalt
Inlet Elevation = 1536.79 (Lt)
Outlet Elevation = 1536.62 (Rt)
Existing 24" x 80' RCP
Sta 8020+84
-3.6667% Rt
2.6667% Rt
0.3117% Rt0.2133% RtEL: 1537.60
8020+55 Rt
EL: 1536.50
8020+85 Rt
EL: 1537.30
8021+15 RtEL: 1538.50
8025+00 Rt
EL: 1537.84
8019+00 Lt
EL: 1536.84
8020+85 Lt
-0.5405% Lt
EL: 1538.50
8025+00 Lt
0.4000% Lt
0.2223% Lt
1,538.47
1,540.06
1,541.72
1,542.54
1,543.11
1,543.70
1,544.15
1,544.71
1,545.12
1,545.62
1,546.10
1,546.41
1,546.50
1,546.42
1,546.43
1,546.58
1,546.42
1,546.29
1,546.35
1,546.36
1,546.49
8014+00 8015+00 8016+00 8017+00 8018+00 8019+00 8020+00 8021+00 8022+00 8023+00 8024+00 8025+00 8026+00 8027+00 8028+00 8029+00 8030+00 8031+00 8032+00 8033+00 8034+00 8035+00 8036+00
1,539.35
1,540.97
1,542.27
1,543.25
1,543.91
1,544.43
1,544.95
1,545.47
1,545.99
1,546.45
1,546.77
1,546.96
1,547.03
1,547.02
1,547.02
1,547.02
1,547.02
1,547.01
1,547.01
1,547.01
1,547.01
220REBAR
R-67-W
T-152-N
Sec 14
R-67-W
T-152-N
Sec 23
Sec line
US 281
N 0
1° 00' 07"
W
S 0
1° 01' 16"
E
8035
+00
8040
+00
8045
+00
8050
+00
8055
+00
S 89° 04' 43" W (Align & Sec line)
LS 6
615
Rebar and C
ap
2666.8
8' N to
Cor
41
Rec
Rebar
Rec Sec Cor
E 2289554.58
N 359507.59100'
100'
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_010.dgn6:24:56 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 10
US Highway 281
Utility Conflict Plan and Profile
2 CSFES (poor)
24" X 42' CSP (poor)
8055+00 - 46' Lt
2 RCFES (poor)
24" X 78' RCP (poor)
8045+36 - CL
2 RCFES (good)
24" X 84' RCP (good)
8053+46 - CL
1539.49
1539.56
Mailbox
Gr
Lg trees
Gr
Asph
1545.85
Lg trees
1546.97 1553.61
1553.65
1554.76 1555.45
Asph
Lg trees
Lg trees
Lg trees
Gr
ND TEL
8035
+00
8040
+00
8045
+00
8050
+00
8055
+00
Remove & Dispose
Remove & Dispose 2 RC FES
Extend 4 LF Lt & 12 LF Rt
Install 2 RC FES
Remove & Dispose 2 RC FES
Extend 4 LF Lt & 6 LF Rt
Install 2 RC FESat own expense
Utility Company to Relocate or adjust
Possible Conflict with buried Telephone line
Grading Limits
US Hwy 281
Existing Profile Grade
VPI 8038+17.85
EL 1,547.00
- 0.0024 % + 0.92
86 %
L = 400.00'
K = 430
VPI 8052+17.85
EL 1,560.00
+ 0.9286 %
+ 0.5563 %
L = 400.00'
K = 1074
Proposed Top of Asphalt
Inlet Elevation = 1553.65 (Rt)
Outlet Elevation = 1553.61 (Lt)
Existing 24" x 84' RCP
Sta 8053+46
0.2133% Rt
0.1588% Rt
3.9571% Rt 0.2051% Rt
1.5143% Rt
EL: 1541.06
8037+00 Rt
EL: 1547.20
8045+60 Rt
EL: 1547.47
8047+30 Rt
EL: 1550.24
8048+00 RtEL: 1553.26
8051+50 Rt
EL: 1553.66
8053+45 Rt
EL: 1555.25
8054+50 Rt
EL: 1541.39
8038+00 Lt
0.2223% Lt
EL: 1545.07
8042+50 Lt EL: 1547.20
8045+35 Lt
0.7474% Lt0.8000% Lt
EL: 1549.00
8047+60 Lt
0.5000% Lt
2.6154% Lt
EL: 1549.30
8048+20 Lt
EL: 1551.00
8048+85 Lt
EL: 1553.00
8051+00 Lt
EL: 1553.60
8053+45 Lt
0.2449% Lt
EL: 1554.50
8054+75 Lt
0.6923% Lt
Inlet Elevation = 1546.97 (Lt)
Outlet Elevation = 1545.85 (Rt)
Existing 24" x 78' RCP
Sta 8045+36
1,546.49
1,546.36
1,546.45
1,546.67
1,547.18
1,547.89
1,548.72
1,549.93
1,550.80
1,551.61
1,552.47
1,553.54
1,554.36
1,555.31
1,556.40
1,557.35
1,558.23
1,558.99
1,559.85
1,560.39
1,560.91
8034+00 8035+00 8036+00 8037+00 8038+00 8039+00 8040+00 8041+00 8042+00 8043+00 8044+00 8045+00 8046+00 8047+00 8048+00 8049+00 8050+00 8051+00 8052+00 8053+00 8054+00 8055+00 8056+00
1,547.01
1,547.01
1,547.08
1,547.39
1,547.92
1,548.70
1,549.62
1,550.55
1,551.48
1,552.41
1,553.33
1,554.26
1,555.19
1,556.12
1,557.05
1,557.98
1,558.87
1,559.68
1,560.39
1,561.01
1,561.57
El: 1563.68 (existing)
El: 1568.39 (proposed)
CL Elev (Sta 8071+00)
OH Crossing
90786RWMC 90787
RWMRB
Sec line
N 0
1° 01' 29"
W
8055
+00
8060
+00
8065
+00
8070
+00
8075
+00
S 0
0° 59' 51"
E
S 89° 04' 43" W (Align &
Sec line)
3106SET REBAR
R/W Mon
Rec 1
4 C
or
5316.0
8' N to
Rebar and cap
LS 6
615
Rec 1
4 C
or
5296.8
5' S to
Rebar and cap
LS 6
615
Rec 14 Cor
Rebar and Cap LS 6615
N 359464.93
E 2286902.79
Sec 14
T-152-N
R-67-W
Sec 23
T-152-N
R-67-W
100'
110'
100' Electric Transmission li
ne Easement
Doc. No. 192794
5' Electric Transmission Lin
e Easement Doc. No. 134189
30' Water Pipeline Easement - Doc. No
. 172394
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1590
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STATE PROJECT NO.
ND
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SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_011.dgn6:25:09 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 11
US Highway 281
Utility Conflict Plan and Profile
Tel Ped
2 RCFES (poor)24" X 78' RCP (poor)8060+88 - CL
2 CSFES (poor)24" X 42' CSP (poor)8058+39 - 46' Lt
2 CSFES (poor)24" X 42' CSP (poor)8055+00 - 46' Lt
1554.761555.45
Lg trees
Lg trees
1557.04
Lg trees
1557.27
1557.34
1557.89
1557.99
1558.15
Gr
Wire
CENT PL WATER DIST
Lg trees
CENT PL WATER DIST
Lg trees
Lg trees
Lg trees
Lg trees
Asph
Gr
Lg trees
Lg trees
Wire
Wire
Asph
Lg trees
Lg trees
Mailbox
8060+70 - CL
Overhead Clearance = 24.5
'
8055
+00
8060
+00
8065
+00
8070
+00
8075
+00
Remove & DisposeRemove & Dispose
Sta 8076+45 Lt to Sta 8076+45 Rt
Remove & Dispose 2 RC FESExtend 4 LF Lt & 6 LF RtInstall 2 RC FES
billable to NDDOT
Utility Company to Relocate or adjust
Possible Conflict with Overhead lineown expenseto Relocate o
r adjust at Telephone lin
e. Utility Company Possible Conflict with buri
ed
at own expense
Relocate or adjust
Utility Company to
buried Electric line.
Possible Conflict with
Grading Limits
El: 1563.68 (existing)
El: 1568.39 (proposed)
CL Elev (Sta 8071+00)
OH Crossing
US Hwy 281
End F
ull D
epth R
ecla
mation
Sta 8
064+30.0
0
RECONSTRUCTION
Existing Profile Grade + 0.5563 %
VPI 8068+25.00
EL 1,568.94
+ 0.5563 % - 0.2012 %
L = 210.00'
K = 277
- 0.2012 %
Proposed Top of Asphalt
Inlet Elevation = 1558.15 (Rt)
Outlet Elevation = 1557.99 (Lt)
Existing 24" x 78' RCP
Sta 8060+88
1.5143% Rt-0.3600% Rt
0.7750% Rt0.1241% Rt
0.2362% Rt
EL: 1555.25
8054+50 Rt EL: 1559.85
8066+05 Rt
EL: 1560.34
8070+00 Rt
EL: 1561.45
8074+70 Rt
8054+75 Lt
EL: 1554.50
EL: 1558.46
8060+15 Rt
EL: 1558.19
8060+90 Rt
EL: 1558.50
8061+30 Rt
EL: 1560.56
8067+50 Lt
EL: 1560.34
8070+00 Lt
EL: 1560.23
8071+70 Lt
-0.0880% Lt
-0.0647% Lt
0.6923% Lt
1,560.91
1,561.51
1,561.95
1,562.64
1,562.97
1,563.52
1,564.30
1,564.85
1,565.33
1,565.86
1,566.14
1,565.87
1,565.09
1,562.15
1,560.39
1,560.17
1,563.68
1,562.20
1,561.97
1,561.67
1,560.94
8054+00 8055+00 8056+00 8057+00 8058+00 8059+00 8060+00 8061+00 8062+00 8063+00 8064+00 8065+00 8066+00 8067+00 8068+00 8069+00 8070+00 8071+00 8072+00 8073+00 8074+00 8075+00 8076+00
1,561.57
1,562.13
1,562.68
1,563.24
1,563.79
1,564.35
1,564.91
1,565.46
1,566.02
1,566.58
1,567.13
1,567.69
1,568.24
1,568.69
1,568.77
1,568.59
1,568.39
1,568.19
1,567.98
1,567.78
1,567.58
El: 1563.68 (existing)
El: 1568.39 (proposed)
CL Elev (Sta 8071+00)
OH Crossing
90786RWMC
90787RWMRB
R-67-W
8075+00
S 89° 0
4' 43" W (Align
& Se
c line)
20140D480
BM D480
40068153
R Mkr 153
R/W M
on
US 281
100'
110'
100'
100'
100'
Electric Trans
mission lin
e Ease
ment
Doc.
No. 1
9279
4
5' Electric Trans
mission Line Easem
ent D
oc. N
o. 134
189
30' W
ater Pipeline Ease
ment - Doc. N
o. 172
394
Doc. N
o. 1
34189
Line Ease
ment
5' Electric Tra
nsmission
Ease
ment - D
oc. N
o. 1
61805
10' Electric Tra
nsmission
1/16 Line
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1595
1600
1605
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1550
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1600
1605
STATE PROJECT NO.
ND
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SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_012.dgn6:25:25 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 12
US Highway 281
Utility Conflict Plan and Profile
2 C
SFES (fa
ir)
18" X 71' C
SP (p
oor)
8095+38 - 6
6' Rt
ND Tel M
kr
2 RCFE
S (fair)
24" X 80'
RCP (fair)
8076
+32 - C
L
TFO
Overhead C
learance = 25.0'
8088+97 - CL
NTH
N P
LNS E
LEC
Nthn Plns Elec Mkr
1557.27
1557.89
CENT PL W
ATER
DIST
Lg trees
Lg trees
NTHN PLNS ELEC
Lg trees
Lg trees
Gr
Wire
Lg trees
Lg trees
Asph
Asph
CE
NT P
L W
AT
ER DIS
T
Obero
n
Oberon 4
ND TE
L
110+00
115+00
8070
+00 8075
+00
8080
+00
8085
+00
Re
move & Dispose
Remove
& Disp
ose
Sta 8090+50 Lt to Sta 8090+50 Rt
Sta 8076+45 Lt to
Sta 8076+45 Rt
Install 30" X 104' P
ipe Conduit
Install 2 - 30" FES
In @ 43.9' Rt
Out @ 59.4' Lt
billable to
NDDOTUtilit
y Company
to Reloca
te or adju
st
Possible C
onflict with
Overhead
line
at own expense
Relocate or adjust
Utility Company to
buried Electric line.
Possible Conflict with
at o
wn expense
Relocate or a
djust
Utility C
ompany to
with O
verhead lin
e.
Possib
le C
onflict
Grading Limits
billable to NDDOT
to Relocate or adjust
line. Utility Company
with buried Electric
Possible Conflict
El: 1563.
68 (existin
g)El: 1
568.39 (p
roposed)
CL Elev (St
a 8071+0
0)
OH Crossin
g
US Hwy 281
RECONSTRUCTIONRECONSTRUCTION
Existing Profile Grade
- 0.2012 %
VPI 8076+45.00
EL 1,567.29
- 0.2012 % + 0.2725 %
L = 100.00'
K = 211
Proposed Top of Asphalt
In = 1560.31 (Rt)
Out = 1559.63 (Lt)
Install 30" FES Rt
Install 30" FES Lt
Install 30" x 104' RCP
Sta 8076+45
In = 1563.34 (Rt)
Out = 1562.81 (Lt)
Install 30" FES Rt
Install 30" FES Lt
Install 30" x 118' RCP
Sta 8090+500.2362% Rt
0.7391% Rt
-0.5000% Rt
EL: 1560.34
8070+00 Rt
EL: 1561.45
8074+70 Rt EL: 1562.40
8083+60 Rt EL: 1563.25
8084+75 Rt
EL: 1562.90
8085+45 Rt
EL: 1560.34
8070+00 Lt
EL: 1560.23
8071+70 Lt
-0.0647% Lt
EL: 1560.25
8077+00 Lt EL: 1563.22
8084+10 Lt
0.4183% Lt
1,560.17
1,563.68
1,562.20
1,561.97
1,561.67
1,560.94
1,560.33
1,560.89
1,562.12
1,561.80
1,561.98
1,562.09
1,562.22
1,562.46
1,563.55
1,563.16
1,562.18
1,561.65
1,560.67
1,562.79
1,563.98
8069+00 8070+00 8071+00 8072+00 8073+00 8074+00 8075+00 8076+00 8077+00 8078+00 8079+00 8080+00 8081+00 8082+00 8083+00 8084+00 8085+00 8086+00 8087+00 8088+00 8089+00 8090+00 8091+00
1,568.59
1,568.39
1,568.19
1,567.98
1,567.78
1,567.58
1,567.38
1,567.44
1,567.71
1,567.98
1,568.26
1,568.53
1,568.80
1,569.08
1,569.35
1,569.62
1,569.89
1,570.17
1,570.44
1,570.71
1,570.98
El: 1562.28 (existing)
El: 1571.80 (proposed)
CL Elev (Sta 8093+14)
OH Crossing
2038P
K
NAI
L
Sec line
S 8
7° 57' 41"
W
8100
+00
8105
+00
N 00° 55' 51" W (Align & Sec line)
Rec 1 4 C
or
5277.3
7'
W to
Pipe
Rec 14 Cor
P/K NailN 362067.92
E 2284210.63
Sec 15T-152-NR-67-W
100'
100'
Doc. No. 173074
30' Water Pipeline Easement
Doc. No. 134189
Line Easement
5' Electric Transmission
Easement - Doc. No. 134251
5' Electric Transmission
Easement - Doc. No. 161805
10' Electric Transmission
Easement - Doc. No. 161805
10' Electric Transmission
1/1
6 Line
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1605
STATE PROJECT NO.
ND
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SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_013.dgn6:25:43 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 13
US Highway 281
Utility Conflict Plan and Profile
2 CSFES (good)
2 CSFES (fair)
2 CSFES (good)
2 RCFES (poor)
18" X 48' CSP (good)
18" X 71' CSP (poor)
21" X 70' CSP (good)
24" X 78' RCP (poor)
8108+67 - 58' Rt
8095+38 - 66' Rt
8096+68 - 49' Lt
8100+69 - CL
ND Tel Mkr
ND Tel MkrFO Ped
FO Ped
ND TEL
Approx Loc.
Approx Loc.
Overhead Clearance = 25.0'
8088+97 - CL
Approx Loc.
Approx Loc.
NOT LOCATED IN THE FIELD
PROVIDED BY THE UTILITY OWNER AND W
AS
IN THIS AREA WAS DRAW
N FROM MAPS
THE FIBER OPTIC AND WATER MAIN SHOW
N
Chnlk
NTHN PLNS ELEC
Lg trees
1561.18
1561.74
1562.16
1562.81
1564.11
1564.12
NT
HN P
LNS E
LE
C
Lg trees
Asph
Gr
1569.85
ND Tel Mkr
Asph
1571.17Asph
CENT PL WATER DIST
Oberon
ND TEL
110+00
115+00
8085
+00
8090
+00
8095
+00
8100
+00
Remove & Dispose
Remove & Dispose
Remove & Dispose
Remove & Dispose
Sta 8090+50 Lt to Sta 8090+50 Rt
Install 30" X 118' Pipe Conduit
Install 2 - 30" FES
In @ 44.2' Rt
Out @ 73.1' Lt
billable to NDDOT
to Relocate or adjust
line. Utility Company
with buried Electric
Possible Conflict
billable to NDDOT
Relocate or adjust
Utility Company to
with Overhead line.
Possible Conflict
at own expense
Relocate or adjust
Utility Company to
with Overhead line.
Possible Conflict
Grading Limits
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried FO lineEl: 1562.28 (existing)
El: 1571.80 (proposed)
CL Elev (Sta 8093+14)
OH Crossing
US Hwy 281
Begin F
ull D
epth R
ecla
mation
Sta 8
100+29.9
0
RECONSTRUCTION
Existing Profile Grade
VPI 8100+30.00
EL 1,573.79
+ 0.2725 %
+ 1.0296 %
L = 130.00'
K = 172
+ 1.0296 %
Proposed Top of Asphalt
In = 1563.34 (Rt)
Out = 1562.81 (Lt)
Install 30" FES Rt
Install 30" FES Lt
Install 30" x 118' RCP
Sta 8090+50
0.7391% Rt
-0.5000% Rt
EL: 1563.25
8084+75 Rt
EL: 1562.90
8085+45 Rt EL: 1562.45
8093+00 Lt
EL: 1564.00
8095+90 Lt
EL: 1564.50
8096+95 Lt
EL: 1565.17
8097+35 Lt
0.4762% Lt
1.6750% Lt
1.0139% Lt
EL: 1570.29
8102+40 Lt
0.5345% Lt
1,563.16
1,562.18
1,561.65
1,560.67
1,562.79
1,563.98
1,563.50
1,564.22
1,562.28
1,561.94
1,563.67
1,566.29
1,568.80
1,570.94
1,571.84
1,572.80
1,573.72
1,574.75
1,575.82
1,576.76
1,577.80
8084+00 8085+00 8086+00 8087+00 8088+00 8089+00 8090+00 8091+00 8092+00 8093+00 8094+00 8095+00 8096+00 8097+00 8098+00 8099+00 8100+00 8101+00 8102+00 8103+00 8104+00 8105+00 8106+00
1,569.62
1,569.89
1,570.17
1,570.44
1,570.71
1,570.98
1,571.26
1,571.53
1,571.80
1,572.07
1,572.35
1,572.62
1,572.89
1,573.16
1,573.44
1,573.74
1,574.51
1,575.54
1,576.57
1,577.60
1,578.63
2038P
K
NAI
L
US 281Sec line
S 8
7° 57' 41"
WN 8
8° 51' 08"
E
8105
+00
8110
+00
8115
+00
8120
+00
8125
+00
N 00° 55' 51" W (Align & Sec line) N 00° 56' 05" W (Align & Sec line)
Rec 1
4 C
or
5277.3
7'
W to
Pipe
Rec 1
4 C
or
5298.3
8' E to
Rebar and cap
LS 6
615
Rec 14 Cor
P/K NailN 362067.92E 2284210.63
Sec 15
T-152-N
R-67-W
Sec 14
T-152-N
R-67-W
100'
100'
Easement - Doc. No. 134251
5' Electric Transmission Easement - Doc. No. 161805
10' Electric Transmission
1/1
6 Line
1540
1545
1550
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1575
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1585
1590
1595
1600
1605
1610
1615
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1575
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1605
1610
1615
STATE PROJECT NO.
ND
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SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_014.dgn6:26:01 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 14
US Highway 281
Utility Conflict Plan and Profile
2 CSFES (good)
2 RCFES (poor)18" X 48' CSP (good)
24" X 78' RCP (poor)8108+67 - 58' Rt
8115+65 - CL
FO Ped ND TELND TEL Approx Loc.
Approx Loc.
NOT LOCATED IN THE FIELDPROVIDED BY THE UTILITY OWNER AND WAS
IN THIS AREA WAS DRAWN FROM MAPS
THE FIBER OPTIC AND WATER MAIN SHOWN
LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY
THE FIBER OPTIC SHOWN IN THIS AREA
LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY THE WATER MAIN SHOWN IN THIS AREA
1569.85
ND Tel Mkr
Asph
1571.17
1576.06
1576.37
Asph Asph
8100
+00
8105
+00
8110
+00
8115
+00
8120
+00
Remove & DisposeRemove & Dispose 2 RC FES
Remove & Replace 1 Pipe Section Rt (8 LF)
Extend 4 LF Lt & 4 LF Rt
Install 2 RC FES
Grading Limits
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried FO line
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried FO line
US Hwy 281
Begin F
ull D
epth R
ecla
mation
Sta 8
100+29.9
0
Existing Profile Grade
VPI 8100+30.00
EL 1,573.79
+ 1.0296 %
L = 130.00'
K = 172
VPI 8108+07.95
EL 1,581.80
+ 1.0296 %
+ 0.3988 %
L = 110.00'
K = 174
VPI 8113+34.50
EL 1,583.90
+ 0.3988 %
+ 1.1956
%
L = 200.00'
K = 251
VPI 8119+20.00
EL 1,590.90
+ 1.1956
%
L = 800.00'
K = 437
Proposed Top of Asphalt
Inlet Elevation = 1576.37 (Lt)
Outlet Elevation = 1576.06 (Rt)
Existing 24" x 78' RCP
Sta 8110+84
1.0139% Lt
EL: 1570.29
8102+40 LtEL: 1576.50
8110+85 Lt
EL: 1577.20
8112+20 Lt
0.5185% Lt
EL: 1583.19
8119+20 Lt
1,572.80
1,573.72
1,574.75
1,575.82
1,576.76
1,577.80
1,578.91
1,579.83
1,580.93
1,581.31
1,581.78
1,582.22
1,582.78
1,583.21
1,584.03
1,585.05
1,586.12
1,587.14
1,587.95
1,588.47
1,588.49
8099+00 8100+00 8101+00 8102+00 8103+00 8104+00 8105+00 8106+00 8107+00 8108+00 8109+00 8110+00 8111+00 8112+00 8113+00 8114+00 8115+00 8116+00 8117+00 8118+00 8119+00 8120+00 8121+00
1,573.74
1,574.51
1,575.54
1,576.57
1,577.60
1,578.63
1,579.66
1,580.69
1,581.65
1,582.17
1,582.57
1,582.96
1,583.36
1,583.85
1,584.71
1,585.88
1,587.00
1,587.90
1,588.57
1,589.01
1,589.22
222R
EB
AR
S 8
7° 35' 46"
W
Sec 15
T-152-N
R-67-W
Sec 14
T-152-N
R-67-W
Sec 10
T-152-N
R-67-W
Sec 11
T-152-N
R-67-W
N 8
8° 40' 00"
E
40th Street
NE
8125
+00
8130
+00
8135
+00
8140
+00
8145
+00
N 00° 56' 43" W (Sec line)
40016N
GS#
C480
BM C480
40018154
R Mkr 154
Rec S
ec C
or
5287.8
5'
W to
Rebar
Rec 1
4 C
or
2641.0
4' E to
Rebar and C
ap
LS 6
615
N 364718.70E 2284167.38
Rebar
Rec Sec Cor
100'
100'
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
1590
1595
1600
1605
1610
1615
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
1590
1595
1600
1605
1610
1615
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_015.dgn6:26:16 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 15
US Highway 281
Utility Conflict Plan and Profile
2 CSFES (good)
2 CSFES (good)
18" X 54' CSP (good)
18" X 68' CSP (good)
8135+24 - 45' Rt
8135+20 - 45' Lt
ND Tel Mkr
WATE
R DIS
T
CENT P
L
Elec Trans
ND TELND TEL ND TELApprox Loc. Approx Loc.
CE
NT P
L W
AT
ER DIS
T
LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY
THE FIBER OPTIC SHOWN IN THIS AREA
LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY THE WATER MAIN SHOWN IN THIS AREA
Asph
1576.73
1577.12
1577.15
1577.89
Gr
CENT PL WATER DIST
Asph
Gr
Asph
WGV
8120
+00
8125
+00
8130
+00
8135
+00
8140
+00
Remove & Dispose
Remove & Dispose
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried FO line
or adjust at own expense
Company to Relocate
buried Water line. Utility
Possible Conflict with
Grading Limits
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried FO line
US Hwy 281
Existing Profile Grade
VPI 8119+20.00
EL 1,590.90
- 0.6364 %
L = 800.00'
K = 437
VPI 8130+20.00
EL 1,583.90
- 0.6364 %
- 1.6429 %
L = 400.00'
K = 397
VPI 8137+20.00
EL 1,572.40
- 1.6429 %
- 2.6731 %
L = 400.00'
K = 388
- 2.6731 %
Proposed Top of Asphalt
-1.0832% Rt
-1.8244% Rt
EL: 1578.89
8127+95 Rt
EL: 1573.42
8133+00 Rt
EL: 1565.21
8137+50 Rt
EL: 1583.19
8119+20 Lt
EL: 1580.43
8125+00 Lt
-0.4759% Lt
EL: 1575.06
8132+00 Lt
-0.7671% Lt
1,588.49
1,588.37
1,588.12
1,587.50
1,587.13
1,586.47
1,585.78
1,585.22
1,584.51
1,583.80
1,583.02
1,581.69
1,580.21
1,578.60
1,576.89
1,575.13
1,573.56
1,571.68
1,569.37
1,566.58
1,563.80
8119+00 8120+00 8121+00 8122+00 8123+00 8124+00 8125+00 8126+00 8127+00 8128+00 8129+00 8130+00 8131+00 8132+00 8133+00 8134+00 8135+00 8136+00 8137+00 8138+00 8139+00 8140+00 8141+00
1,589.22
1,589.20
1,588.95
1,588.48
1,587.85
1,587.21
1,586.57
1,585.94
1,585.30
1,584.58
1,583.62
1,582.40
1,580.94
1,579.30
1,577.66
1,576.01
1,574.29
1,572.31
1,570.08
1,567.58
1,564.92
N 00° 56' 40" W (Align)
Sec line
US 281
S 8
7° 30' 02"
WN 8
8° 36' 07"
E
8145
+00
8150
+00
8155
+00
8160
+00
8165
+00
N 00° 56' 43" W (Sec line)
3107S
ET
RE
BA
R
Rec 1
4 C
or
5298.1
3'
W to
Rebar and C
ap
LS 6
615
Rec 1
4 C
or
5300.9
4' E to
Alu
m C
ap L
S 3
685
N 367380.53E 2284123.46
Rec 14 Cor
Rebar
Sec 10
T-152-N
R-67-W
Sec 11
T-152-N
R-67-W
130'
1/1
6 Line
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_016.dgn6:26:31 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 16
US Highway 281
Utility Conflict Plan and Profile
2 RCFES (fair)2 RCFES (good)
24" X 82' RCP (fair)24" X 82' RCP (good)
8150+50 - CL8163+23 - CL
ND TEL Approx Loc.
LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT
WAS DRAWN FROM MAPS PROVIDED BY
THE FIBER OPTIC SHOWN IN THIS AREA
1530.73
1530.92
1547.52
1549.95
Gr
Asph
ND Tel Mkr
8140
+00
8145
+00
8150
+00
8155
+00
8160
+00
Remove & Dispose 2 RC FES
Remove & Replace 2 Pipe Sections Lt (16 LF)
Extend 16 LF Lt & 8 LF Rt
Install 2 RC FES
Remove & Dispose 2 RC FES
Remove & Replace 1 Pipe Section Lt (8 LF)
Extend 8 LF Lt & 32 LF Rt
Install 2 RC FES
Grading Limits
at own expense
Utility Company to Relocate or adjust
Possible Conflict with buried FO line
US Hwy 281
Existing Profile Grade
VPI 8142+40.00
EL 1,558.50
- 2.6731 % - 0.1149 %
L = 400.00'
K = 156
VPI 8149+80.00
EL 1,557.65
- 0.1149 %
- 2.4722 %
L = 600.00'
K = 255
VPI 8155+20.00
EL 1,544.30
- 2.4722 %
- 1.0407 %
L = 400.00'
K = 279
- 1.0407 %
Proposed Top of Asphalt
Inlet Elevation = 1549.95 (Lt)
Outlet Elevation = 1547.52 (Rt)
Existing 24" x 82' RCP
Sta 8145+69
Inlet Elevation = 1530.92 (Lt)
Outlet Elevation = 1530.37 (Rt)
Existing 24" x 82' RCP
Sta 8158+430.4000% Rt
1.4667% Rt
0.7931% Rt
-0.9700% Rt
2.5230% R
t
3.1188% RtEL: 1547.40
8145+40 Rt
EL: 1547.52
8145+70 Rt
EL: 1547.96
8146+00 Rt
EL: 1550.25
8147+00 Rt
EL: 1551.40
8148+45 Rt
EL: 1550.43
8149+45 Rt
EL: 1526.26
8156+70 Rt
EL: 1530.65
8158+44 Rt
EL: 1533.80
8159+45 Rt
EL: 1553.45
8142+75 Lt
EL: 1552.12
8143+40 Lt
-2.0462% Lt
-0.0750% Lt
EL: 1552.06
8144+20 Lt
EL: 1550.48
8145+70 Lt-1.0533% Lt
0.3709% Lt
EL: 1551.50
8148+45 Lt
EL: 1550.71
8149+20 Lt
-1.0533% Lt
-4.4386% Lt
EL: 1535.98
8157+30 Lt
EL: 1530.92
8158+44 Lt
EL: 1533.90
8159+35 Lt3.2747% Lt
1,563.80
1,561.43
1,559.76
1,558.11
1,557.37
1,557.41
1,557.19
1,556.95
1,556.56
1,555.70
1,554.96
1,553.30
1,551.15
1,548.85
1,546.60
1,544.81
1,542.85
1,541.45
1,540.17
1,539.36
1,538.32
8139+00 8140+00 8141+00 8142+00 8143+00 8144+00 8145+00 8146+00 8147+00 8148+00 8149+00 8150+00 8151+00 8152+00 8153+00 8154+00 8155+00 8156+00 8157+00 8158+00 8159+00 8160+00 8161+00
1,564.92
1,562.36
1,560.39
1,559.06
1,558.37
1,558.20
1,558.09
1,557.96
1,557.57
1,556.79
1,555.62
1,554.05
1,552.09
1,549.74
1,547.38
1,545.37
1,543.73
1,542.43
1,541.39
1,540.35
1,539.30
224R
WM
RB
225R
WM
P226R
WM
RB
227R
WM
RB
228R
WM
P229R
WM
P
230R
WM
P231R
WM
RB
Sec 10
T-152-N
R-67-W
Sec 11
T-152-N
R-67-W
Sec line
8165
+00
8170
+00
8175
+00
8180
+00
8185
+00
N 00° 56' 40" W (Align)S 00° 56' 43" E (Sec line)
R/W MonR/W Mon
R/W Mon R/W Mon
40000155
R Mkr 155
BENSON COUNTY
100'
100'
1/1
6 Line
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1490
1495
1500
1505
1510
1515
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_017.dgn6:26:44 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 17
US Highway 281
Utility Conflict Plan and Profile
2 RCFES (good)
24" X 82' RCP (good)
8163+23 - CL
FO PedApprox Loc.
Approx Loc.
LOCATED IN THE FIELD
THE UTILITY OWNER AND WAS NOT
WAS DRAWN FROM MAPS PROVIDED BY
THE FIBER OPTIC SHOWN IN THIS AREA
Asph
Asph
ND Tel Mkr
8160
+00
8165
+00
8170
+00
8175
+00
8180
+00
Remove & Dispose 2 RC FESRemove & Replace 2 Pipe Sections Lt (16 LF)Extend 16 LF Lt & 8 LF Rt
Grading Limits
US Hwy 281
End F
ull D
epth R
ecla
mation
Sta 8
168+75.0
0
End Project
Sta 8
172+50.0
0Existing Profile Grade
Sta 8168+75.00 to 8172+50.00375' Milling Transition
VPI 8161+35.00
EL 1,537.90
- 1.0407 %
- 2.3386 %
L = 300.00'
K = 231
1,520.59Proposed Top of Asphalt
3.1188% Rt
EL: 1533.80
8159+45 Rt
EL: 1533.90
8159+35 Lt3.2747% Lt
1,538.32
1,537.04
1,535.22
1,533.34
1,530.90
1,528.53
1,526.37
1,524.06
1,521.72
1,519.46
1,517.67
1,516.33
1,515.58
1,515.72
1,515.78
1,516.19
1,516.26
1,516.09
1,516.58
1,516.79
1,517.12
8159+00 8160+00 8161+00 8162+00 8163+00 8164+00 8165+00 8166+00 8167+00 8168+00 8169+00 8170+00 8171+00 8172+00
1,520.05
1,518.09
1,516.58
1,515.66
1,539.30
1,537.98
1,536.22
1,534.04
1,531.70
1,529.36
1,527.03
1,524.69
1,522.35
N 62° 10' 00" E
(Align)
N 87° 18' 37" E (Align)
ND 57
174RWMC
175RWMC
176RWMC
177RWMRB
178RWMRB
179RWMC
194RWMRB
195RWMC
196RWMC
213RWMC
218REBAR
Sec line
N 0
1° 01' 13"
W
7870+00
7875+00
5+00
40153149
R M
kr 149
R/W M
on
R/W M
on
212POT
R/W Mon
REBAR
210
0+00
10
+00
15
+00
200'
125'
1/16 Line
1/16 Line
1440
1445
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
1440
1445
1450
1455
1460
1465
1470
1475
1480
1485
1490
1495
1500
1505
1510
1515
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_018.dgn6:26:55 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 18
US Highway 281
Utility Conflict Plan and Profile
Asph
FO B
ox
Asph
Asph
ND T
EL
ND TEL
ND TELN
D T
EL
Appro
x L
oc.
ND T
EL
Gr
Pvt Sign
Dest sign
Sign
7870+00
7875+00
US Hig
hway 2
81
Grading Limits
End Mill
& O
verlay
Sta 4
+50.0
0
Existing Profile Grade
1" MILL & 2" OVERLAY MILL & OVERLAY TRANSITION
Proposed Top of Asphalt
1,478.60
1,479.64
1,478.95
1,478.59
1,477.79
1,477.47
-+00 1+00 2+00 3+00 4+00 5+00
1,478.51
1,479.55
1,478.86
1,478.51
1,477.70
1,477.47
1,477.23
US 2
81
Co Rd 29
R-67-W
T-152-N
Sec 23
R-67-W
T-152-N
Sec 22
R-67-W
T-152-N
Sec 15
R-67-W
T-152-N
Sec 14
at own expense
Relocate or adjust
Utility Company to
with Overhead line.
Possible Conflict
billable to NDDOT
to Relocate or adjust
line. Utility Company
with buried Electric
Possible Conflict
Grading Limits
at own expense
to Relocate or adjust
line. Utility Company
with buried Electric
Possible Conflict
El: 1565.10 (existing)
El: 1567.82 (proposed)
CL Elev (Sta 107+20 - CR 29)
OH Crossing
El: 1565.10 (existing)
El: 1567.82 (proposed)
CL Elev (Sta 107+20 - CR 29)
OH Crossing
221
RE
BA
R
S 88° 15' 1
4"
W
Sec line
20140
D480
BM D
480
Rec Sec Cor
Rebar
N 359
422.32
E 228
4253.61
Doc. N
o. 134
189
Line Easem
ent
5' Electric Trans
mission
Easem
ent - Doc. N
o. 161
805
10' Electric Trans
mission
1/16 Line
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
1590
1595
1520
1525
1530
1535
1540
1545
1550
1555
1560
1565
1570
1575
1580
1585
1590
1595
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_019.dgn6:27:03 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
NH-3-281(130)148 UTIL 19
US Highway 281
Utility Conflict Plan and Profile
2 CSFE
S (fair)
18" X 71' C
SP (p
oor)
ND Tel
Mkr
TF
O
Overhead Cleara
nce = 2
5.0'
8088+97 - C
L
Overh
ead Cleara
nce = 2
4.5'
8080+40 - C
L
NT
HN P
LNS E
LE
C
Nth
n Plns Elec M
kr
Lg trees
Lg trees
NT
HN P
LN
S E
LE
C
Gr
Asp
h
CENT PL W
ATER DIST
Lg trees
Lg trees
Oberon
Obero
n 4
ND T
EL
100+00
105+00
110
+00
115
+00
8080+00
8085+00
US Hig
hway 2
81
Benson County Route 29
Sta 8
090+50 Lt to Sta 8
090+50 Rt
Install 3
0"
X 1
18' Pipe C
onduit
Install 2 - 3
0" FES
In
@ 4
4.2' Rt
Out @ 7
3.1' Lt
Existing Profile Grade
1,564.47
VPI 112+06.00
EL 1,571.86
+ 0.7988 % - 0.6750 %
L = 20.00'
K = 14
1,571.45
Proposed Top of Asphalt
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
1,564.23
1,563.88
1,564.47
1,564.80
1,564.48
1,564.46
1,564.65
1,565.10
1,566.83
1,559.35
1,560.10
1,562.64
1,562.96
1,563.47
1,563.96
1,564.11
102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00
1,564.47
1,564.80
1,565.42
1,566.22
1,567.02
1,567.82
1,568.62
1,569.41
1,570.21
1,571.01
1,571.81