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Utility Conflict Plans - Project No. SS-3-030(032)128, PCN 21562
Item No.
P&P Sh
#
Cross
Section
Sht #
Approx.
Sta. From
Approx.
Sta. To
Approx.
Qty Offset Location Comments Utility Type of Facility 1 State, 2 Utility Not/Reimbursable
NDTEL1 11, 2, 3, 4, 5, 6,
7
6796+906799+506802+906805+606807+706812+10
6798+006800+406804+006806+706808+906813+30
1 1' RightApproach
Reconstruction
Communications line near proposed grading tie line along new foreslope. No excavation planned. North Dakota Telephone
CooperativeFiber Optic Line 2 Not reimbursable
NPE1 1 3 6802+85 6802+85 1 1' Crossing ForeslopeUnderground power line near proposed grading tie crossing the roadway. No excavation planned.
Northern Plains ElectricUnderground Power Line
2 Not reimbursable
NDTEL2 2 7, 8 6815+00 6816+90 1 1' RightApproach
Reconstruction
Communications line near proposed grading tie line along new foreslope. No excavation planned.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL3 314, 16,
176841+006847+20
6842+106853+00
1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL4 3 14 6840+80 6840+80 1 1' Crossing Foreslope
Communications line near proposed grading tie crossing the roadway. No excavation planned. North Dakota Telephone
CooperativeFiber Optic Line 2 Not reimbursable
CPW1 3 14, 15 6842+10 6842+10 1 1' Crossing ForeslopeRural water line near proposed grading tie crossing the roadway. No excavation planned.
Central Plains Water District
Rural Water Line 2 Not reimbursable
NPE2 3 14, 15 6842+60 6842+60 1 1' Crossing ForeslopeOverhead power line near proposed grading tie crossing the roadway. 3" pavement overlay planned.
Northern Plains ElectricOverhead Power
Line2 Not reimbursable
NDTEL5 417, 18, 21, 22
6853+006869+40
6854+206870+40
1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL6 5 23, 24 6875+20 6879+50 1 1' RightDitch bottom and
Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL7 6 27, 28 6893+90 6895+10 1 1' RightApproach
Reconstruction
Communications line near proposed grading tie line along new foreslope. No excavation planned.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
PRELIMINARY - THESE UTILITY CONFLICT PLANS, CROSS SECTIONS AND DOCUMENTS ARE PRELIMINARY AND NOT FOR CONSTRUCTION OR IMPLEMENTATION PURPOSES
All facility locations shown are approximate. Actual locations and depths may vary. Facilities may or may not have been relocated and/or adjusted.
Approx.
Maximum
Cut Fill
Page 1
Utility Conflict Plans - Project No. SS-3-030(032)128, PCN 21562
Item No.
P&P Sh
#
Cross
Section
Sht #
Approx.
Sta. From
Approx.
Sta. To
Approx.
Qty Offset Location Comments Utility Type of Facility 1 State, 2 Utility Not/Reimbursable
Approx.
Maximum
Cut Fill
CPW2 6 27, 28 6894+10 6894+10 1 1' Crossing ForeslopeRural water line near proposed grading tie crossing the roadway. No excavation planned.
Central Plains Water District
Rural Water Line 2 Not reimbursable
NDTEL8 732, 33,
356916+906923+20
6918+106925+40
1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL9 838, 39, 40, 41
6933+506946+80
6941+706947+60
1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
CPW3 8 41 6946+90 6946+90 1 1' Crossing ForeslopeRural water line near proposed grading tie crossing the roadway. No excavation planned.
Central Plains Water District
Rural Water Line 2 Not reimbursable
NDTEL10 11 58 7011+50 7011+50 1 1' Crossing Foreslope
Communications line near proposed grading tie crossing the roadway. No excavation planned. North Dakota Telephone
CooperativeFiber Optic Line 2 Not reimbursable
NPE3 12 59 7014+80 7014+80 1 1' Crossing ForeslopeOverhead power line near proposed grading tie crossing the roadway. 3" pavement overlay planned.
Northern Plains ElectricOverhead Power
Line2 Not reimbursable
NDTEL11 12 60 7018+40 7019+40 1 1' RightApproach
Reconstruction
Communications line near proposed grading tie line along new foreslope. No excavation planned.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL12 1364, 65, 66, 67
7034+407044+40
7039+607045+50
1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL13 14 72, 73 7064+60 7065+50 1 1' RightApproach
Reconstruction
Communications line near proposed grading tie line along new foreslope. No excavation planned.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NPE4 15 75 7073+45 7073+45 1 1' Crossing ForeslopeOverhead power line near proposed grading tie crossing the roadway. 3" pavement overlay planned.
Northern Plains ElectricOverhead Power
Line2 Not reimbursable
NDTEL14 15 75, 76 7073+50 7077+50 1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
Page 2
Utility Conflict Plans - Project No. SS-3-030(032)128, PCN 21562
Item No.
P&P Sh
#
Cross
Section
Sht #
Approx.
Sta. From
Approx.
Sta. To
Approx.
Qty Offset Location Comments Utility Type of Facility 1 State, 2 Utility Not/Reimbursable
Approx.
Maximum
Cut Fill
CPW4 1575, 76,
777073+70 7079+70 1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
Central Plains Water District
Rural Water Line 2 Not reimbursable
NDTEL15 16 86 7111+85 7111+85 1 1' Crossing Foreslope
Communications line near proposed grading tie line crossing the roadway. No excavation planned.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL16 1788, 89, 90, 91
7117+507124+80
7122+007125+75
1 1' 1' Right
Approach Reconstruction,
Ditch bottom and Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
CPW5 17 91 7125+40 7125+40 1 1' Crossing ForeslopeRural water line near proposed grading tie crossing the roadway. No excavation planned.
Central Plains Water District
Rural Water Line 2 Not reimbursable
NDTEL17 18 96, 97 7144+10 7145+10 1 1' RightApproach
Reconstruction
Communications line near proposed grading tie line along new foreslope. No excavation planned.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NDTEL18 19 99 7153+40 7154+60 1 1' RightDitch bottom and
Backslope
Communications line near proposed grading tie line along new backslope. May have to be lowered or relocated depending upon actual depth.
North Dakota Telephone Cooperative
Fiber Optic Line 2 Not reimbursable
NPE5 19 104 7169+90 7169+90 1 1' Crossing ForeslopeOverhead power line near proposed grading tie crossing the roadway. 3" pavement overlay planned.
Northern Plains ElectricOverhead Power
Line2 Not reimbursable
Contact Name Phone
Richard Anderson (701) 547-3751
Seth Syverson (701) 652-3156
Terry Thompson (701) 662-6482 North Dakota Telephone Cooperative, PO Box 180 Devils Lake, ND 58301-0180 [email protected]
Email Address
[email protected] Plains Electric Cooperative, PO Box 180 Carrington, ND 58421
Central Plains Water District, PO Box 157 Fessenden, ND 58438-0157
Contact information for Utility Facilities with or without Conflicts
Utility Company Name and Address
Page 3
OFFICE OF PROJECT DEVELOPMENT
R 69 W R 69 W
25 24 13 12 1
30 19 18 7 6
29 20 17 8 5
49162128
29 17
162128
2032
33
34 27 22 15
14232635
129 130 131 132 133 134 135 136
Maddock
RR
VW
ND 30
T 1
53 N
T 1
52 N
ND 1
9
Sta. 7169+98
RP 135.795
SS-3-030(032)128
End Project
Sta. 6794+39
RP 128.682
SS-3-030(032)128
Begin Project
DESIGNERS
ND DEPARTMENT OF TRANSPORTATION
__________________________________________
APPROVED DATE _________________________
GRAND
FORKS
GO
LD
EN
VA
LLE
Y
CASS
RIC
HLAN
D
RANSOM
SAR
GEN
T
DICKEY
LA MOURE
BARNES
KID
DER
LOGAN
MC IN
TOSH
BU
RLEIG
H
MORTON
GRANT
SIOUXADAMS
HETTIN
GER
SLOPE
BOWMAN EM
MO
NS
OLIVER
MERCER
STARKBIL
LIN
GS
DUNN
MC KENZIE
MC LEAN
SHERID
AN
WELLS
EDDY
FOSTER
GRIG
GS
STEELE
TRAILL
DIVIDE
WILLIAMS
BURKE
MO
UNTR
AIL
RE
NVIL
LE
WARD
MC H
EN
RY
BOTTINEAU
ROLLETTE
TO
WNER
CAVALIER
RA
MSEY
WALSH
PE
MBIN
A
NELSO
NBENSONPIE
RC
E
STUTSMAN
STATE COUNTY MAP
11
21562
RP 128.682 to RP 135.795
Benson County
Sliver Widening, Hot Bituminous Paving, Signing, Striping, and Incidentals
SS-3-030(032)128
DESIGN DATA
Traffic Average Daily
Current 2015
Forecast 2035
Pass: 520
Pass: 705
Trucks: 215
Trucks: 320
Total: 735
Total: 1025
Design Speed: Posted Speed
Bridges: N/A
Pavement Design Life: N/A
Minimum Sight Dist. for Stopping: N/A
Clear Zone Distance: Existing
Sight Dist. for No Passing Zone: N/A
Design Accumulated One-way Flexible ESALs: N/A
SS-3-030(032)128
North Edge Maddock North to Jct. ND 19
STATE PROJECT NO.
ND
PCNNO.
SHEET
NO.
SECTION
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
__________________________________________
APPROVED DATE _________________________
engineer under the laws of the state of ND.
and that I am a duly registered professional
prepared by me or under my direct supervision
I hereby certify that the attached plans were
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purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMIN
ARY
JOB #
7.113 7.113SS-3-030(032)128 \ ND Hwy 30
GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION
effective on the date the project is advertised.
Department of Transportation and the Supplemental Specifications
2014 Standard Specifications adopted by the North Dakota
GOVERNING SPECIFICATIONS:
Sambatek, Inc.
129 130 131 132 133 134 135 136
MaddockND 30
RR
VW
6810+08
6862+92
6915+65
6968+34
7022+18
7075+05
7127+23
7179+33
Legend
Sliver Widening, Hot Bituminous Paving
Subcut Area, Hot Bituminous Paving
Sta. 6794+39
Begin Project
39th St
NE
40th St
NE
41st St
NE
42nd St
NE
49th Ave NE
43rd St
NE
44th St
NE
ND 1
9
ND 30
Airport
Municipal
Maddock
Sta. 7169+98
End Project
PT 2
PT 3PT 4
PT 5
PT 6
PT 7
See Section 10 Sheet 2 for Point Information
Detail - Airport Airspace Surface
6865+00
6870+00
PT 1
Borrow Pit
Optioned
Department
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMIN
ARY
4 1
Scope of Work
SS-3-030(032)128
12' 12'
12'12'
4:1
4:1
4:1
2' 2'
2' 2'
3" HBP Overlay
Embankment
Topsoil
Embankment
Topsoil
Match Existing Match Existing
Match ExistingMatch Existing
4:1
Embankment
3" HBP Overlay
Topsoil
Embankment
Topsoil
CL 5 Aggregate Base
CL 5 Aggregate Base
CL 5 Aggregate Base
CL 5 Aggregate Base
38.2'
37.8'
Sta 6795+14 to Sta 6841+31
ND 30
Sta 7126+44 to Sta 7169+10
Sta 6841+31 to Sta 7116+08
ND 30
4:1
Match ExistingMatch Existing
4:1
Embankment
3" HBP Overlay
Topsoil
Embankment
Topsoil
CL 5 Aggregate Base
CL 5 Aggregate Base
VariesVaries
Varies
Sta 7169+10 to Sta 7169+98
ND 30 at Jct 19
30
2
Proposed Typical Sections
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/29/2017 bschaff N:\NDD20609\3030128.032\Design\030_TypSec\030TP_002_Ppsd.dgn8:46:03 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMIN
ARY
SS-3-030(032)128
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
underground power line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict withEmbankment grading tie
Excavation grading tie
transitionMilling
transitionPaving
3" Proposed Overlay
24" X 166' CSP (fair)
6793+85 - 55 RT to W end
27" X 109' CSP (poor)
6794+42 - 46' RT
24" X 30' CSP (fair)
6793+79 - 32' LT
18" X 50' CSP (fair)
6797+51 - 45' RT
24" X 60' CSP (fair)
6800+01 - 45' RT
18" X 60' CSP (poor)
6802+12 - `
18" X 30' CSP (poor)
6803+42 - 49 RT
21" X 40' RCP (poor)
6806+13 - 44 RT
18" X 40' CSP (poor)
6808+27 - 50 RT
2 CSFES (poor)
18" X 78' CSP (good)
6812+81 - 45 RT
Out: 1578.44 @ 45' Rt
In: 1578.60 @ 46' Rt
Install 18" x 15' CSP
North: Remove 2'
Install 18" x 18' CSP
South: Remove 2'
Sta 6797+51 - 45' Rt
Out: 1578.58 @ 37' Rt
In: 1578.60 @ 37' Lt
Install 18" x 9' CSP
Rt: Remove 4'
Install 18" x 13' CSP
Lt: Remove 4'
Sta 6802+12 - `
Out: 1579.12 @ 46' Rt
In: 1579.27 @ 43' Rt
Install 24" x 12' CSP
North: Remove 2'
Install 24" x 13' CSP
South: Remove 2'
Sta 6800+01 - 45' Rt
Out: 1578.48 @ 49' Rt
In: 1579.82 @ 48' Rt
Install 18" x 25' CSP
North: Remove 2'
Install 18" x 29' CSP
South: Remove 2'
Sta 6803+42 - 49' Rt
Out: 1582.08 @ 50' Rt
In: 1582.37 @ 50' Rt
Install 18" x 18' CSP
North: Remove 2'
Install 18" x 14' CSP
South: Remove 2'
Sta 6808+27 - 50' Rt
Out: 1580.22 @ 42' Rt
In: 1580.73 @ 45' Rt
North: Install 21" x 14' RCP
Install 21" x 22' RCP
South: Remove 4'
Sta 6806+13 - 44' Rt
Out: 1584.16 @ 45' Rt
In: 1585.72 @ 44' Rt
Install 18" x 3' CSP
North: Remove 2'
Install 18" x 21' CSP
South: Remove 2'
Sta 6812+81 - 45' Rt
R Mkr 129
BENSON COUNTY
6795
+00
6800
+00
6805
+00
6810
+00
6793+17.7
4
RR
VW
S 0^ 56' 36" E (Align & Sec line)
CITY OF MADDOCK
Sec line
1550
1560
1570
1580
1590
1600
1610
1620
1550
1560
1570
1580
1590
1600
1610
1620
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_001.dgn1:57:36 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 1
Plan & Profile
Sta 6794+00 to Sta 6813+00
Lg Trees
1577.19 1577.45
1578.46
1578.50
1578.521578.55
1578.561578.58
1578.59
1578.931579.13
1579.241579.43
2 FO Tel Peds
Ped
Tel
FO
Wood
1580.24
1580.34 1580.64
Gr
FO Tel Ped
Wood
Gr
Sign
Inlet
Gr
Gr
EL
Riprap
ND TEL
1582.131582.30
E Mtr
Gr
Conc
Gr
Asph
Gr
Sign
Asph
Asphalt Xin
g
RR
VW
Asph
1584.46
Conc
Lg Trees
Gr
CITY OF MADDOCK
1585.70
Asph
GrLg Trees
Tank
Ammonia
Anhydrous
BldgLg Trees
Bldg
Lg Trees
Bldg
3 Silos
6794+00 6795+00 6796+00 6797+00 6798+00 6799+00 6800+00 6801+00 6802+00 6803+00 6804+00 6805+00 6806+00 6807+00 6808+00 6809+00 6810+00 6811+00 6812+00 6813+00
1,583.96
1,584.30
1,584.59
1,584.59
1,584.70
1,585.05
1,585.13
1,585.33
1,585.53
1,585.89
1,585.92
1,586.17
1,586.62
1,587.19
1,587.65
1,588.14
1,588.87
1,589.89
1,590.92
1,591.97
1,584.21
1,584.55
1,584.84
1,584.84
1,584.95
1,585.30
1,585.38
1,585.58
1,585.78
1,586.14
1,586.17
1,586.42
1,586.87
1,587.44
1,587.90
1,588.39
1,589.12
1,590.14
1,591.17
1,592.22
Contractor to avoid
fiber optic line
Near conflict with Embankment grading tie
Excavation grading tieContractor to avoid
fiber optic line
Near conflict with
3" Proposed Overlay
Out: 1591.57 @ 39' Lt
In: 1591.83 @ 37' Rt
Install 18" x 12' CSP
Rt: Remove 4'
Install 18" x 8' CSP
Lt: Remove 4'
Install 76' CIPP Liner - 18"
Sta 6828+10 - `
2 CSFES (poor)
18" X 78' CSP (good)
6812+81 - 45 RT
18" X 106' CSP & RCP (poor)
6815+88 - 41 RT
18" X 29' CSP (good)
6815+22 - 49 LT18" X 63' CSP (poor)
6828+10 - `
Out: 1585.85 @ 48' Lt
In: 1587.11 @ 49' Lt
Install 18" x 29' CSP
North: Remove 2'
Install 18" x 33' CSP
South: Remove 2'
Sta 6815+22 - 46' Lt
Out: 1586.74 @ 45' Rt
In: 1588.04 @ 42' Rt
Install 15^ Bend 18" RCP
North: Install 18" x 16' RCP
Install 18" x 23' CSP
South: Remove 2'
Sta 6815+88 - 41' Rt
BLOCK 10
8th St
NE
6815
+00
6820
+00
6825
+00
6830
+00Sec 19
Sec 20
E 2205489.03
N 355304.76
Sec line
1560
1570
1580
1590
1600
1610
1620
1630
1560
1570
1580
1590
1600
1610
1620
1630
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 2
Plan & Profile
Sta 6813+00 to Sta 6833+00
2 FO Tel Peds
Gr
EL
FO Tel Ped
Lg Trees
Gr
Asph
2 ND TEL
Gr
Pvt Mailbox
Asph
Asph
6813+00 6814+00 6815+00 6816+00 6817+00 6818+00 6819+00 6820+00 6821+00 6822+00 6823+00 6824+00 6825+00 6826+00 6827+00 6828+00 6829+00 6830+00 6831+00 6832+00 6833+00
1,591.97
1,592.85
1,593.74
1,594.64
1,594.93
1,595.50
1,595.89
1,596.27
1,596.78
1,597.56
1,598.52
1,598.81
1,598.59
1,598.36
1,598.53
1,598.73
1,598.89
1,599.01
1,599.34
1,599.11
1,598.80
1,592.22
1,593.10
1,593.99
1,594.89
1,595.18
1,595.75
1,596.14
1,596.52
1,597.03
1,597.81
1,598.77
1,599.06
1,598.84
1,598.61
1,598.78
1,598.98
1,599.14
1,599.26
1,599.59
1,599.36
1,599.05
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
overhead power line
Near conflict with
Contractor to avoid
rural water line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1591.95 @ 36' Rt
In: 1592.21 @ 36' Lt
Install 18" x 11' CSP
Rt: Remove 2'
Install 18" x 3' CSP
Lt: Remove 2'
Install 74' CIPP Liner - 18"
Station 6844+13 - `
18" X 43' CSP (poor)
6841+55 - 45 RT
18" X 42' CSP (poor)
6841+52 - 46 LT
18" X 63' CSP (fair)
6844+13 - `
Out: 1592.14 @ 47' Lt
In: 1592.74 @ 46' Lt
Install 18" x 24' CSP
North: Remove 2'
Install 18" x 25' CSP
South: Remove 2'
Station 6841+52 - 46' Lt
Out: 1592.23 @ 46' Rt
In: 1592.47 @ 45' Rt
Install 18" x 27' CSP
North: Remove 2'
Install 18" x 22' CSP
South: Remove 2'
Station 6841+55 - 43' Rt
39th St
NE
6835
+00
6840
+00
6845
+00
6850
+00
R-69-W
T-152-N
Sec 18
R-69-W
T-152-N
Sec 17
R-69-W
T-152-N
Sec 20
R-69-W
T-152-N
Sec 19
Sec line
Sec line
E 2205446.07
N 357941.81
WC
ND 30
1560
1570
1580
1590
1600
1610
1620
1630
1560
1570
1580
1590
1600
1610
1620
1630
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_003.dgn1:57:39 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 3
Plan & Profile
Sta 6833+00 to Sta 6853+00
ND TEL
Gr2 ND TEL
WGV
CE
NT P
L W
AT
ER DIS
T A
ppro
x L
oc
FO Tel Ped
FO Tel Ped
Wire
FO Tel Ped
FO Tel Ped
Gr
WGV
CENT PL WATER DIST Approx Loc
CE
NT P
L W
AT
ER DIS
T A
ppro
x L
oc
provided by Interstate Engineering
Water line graphics drawn by location map
Pvt Mailbox
Gr
Gr
Asph
ND TEL
Lg Tre
es
ELFO Tel Ped
EL
Gr
Asph
NTHN PLNS ELEC
Clearance = 25.17'
6833+00 6834+00 6835+00 6836+00 6837+00 6838+00 6839+00 6840+00 6841+00 6842+00 6843+00 6844+00 6845+00 6846+00 6847+00 6848+00 6849+00 6850+00 6851+00 6852+00 6853+00
1,598.80
1,598.39
1,598.34
1,598.48
1,598.47
1,598.64
1,598.83
1,598.51
1,598.29
1,598.43
1,598.57
1,598.73
1,599.54
1,600.57
1,602.21
1,604.21
1,605.74
1,606.15
1,605.29
1,604.57
1,604.24
1,599.05
1,598.64
1,598.59
1,598.73
1,598.72
1,598.89
1,599.08
1,598.76
1,598.54
1,598.68
1,598.82
1,598.98
1,599.79
1,600.82
1,602.46
1,604.46
1,605.99
1,606.40
1,605.54
1,604.82
1,604.49
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict withEmbankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1590.84 @ 34' Rt
In: 1591.65 @ 32' Lt
Install 24" x 7' CSP
Rt: Remove 5'
Install 24" x 5' CSP
Lt: Remove 5'
Install 66' CIPP Liner - 24"
Station 6863+21 - `
Out: 1590.97 @ 35' Rt
In: 1591.67 @ 31' Lt
Install 24" x 7' CSP
Rt: Remove 5'
Install 24" x 6' CSP
Lt: Remove 4'
Install 66' CIPP Liner - 24"
Station 6863+23 - `
24" X 63' CSP (poor)
6863+21 - `
24" X 61' CSP (poor)
6863+23 - `
18" X 39' CSP (poor)
6869+88 - 42 RT
18" X 30' CSP (poor)
6869+92 - 42 LT
Out: 1594.50 @ 43' Rt
In: 1595.11 @ 44' Rt
Install 18" x 26' CSP
North: Remove 2'
Install 7.5^ Bend 18" CSP
Install 18" x 27' CSP
South: Remove 2'
Station 6869+88 - 42' Rt
Out: 1594.90 @ 42' Lt
In: 1594.90 @ 42' Lt
Install 18" x 33' CSP
North: Remove 2'
Install 18" x 33' CSP
South: Remove 2'
Station 6869+92 - 42' Lt
R Mkr 130
6855
+00
6860
+00
6865
+00
6870
+00Sec 18
Sec 17
É= 0̂ 0
0' 39"
Rt
6867+98.1
2
#5 R
ebar
Rec S
ec C
or
line
41
line
41
E 2205402.56
N 360585.21
2 WCs
Sec line
1560
1570
1580
1590
1600
1610
1620
1630
1560
1570
1580
1590
1600
1610
1620
1630
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_004.dgn1:57:40 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 4
Plan & Profile
Sta 6853+00 to Sta 6873+00
49°58'13.23"
FO Tel Ped
FO Tel Ped
Asph Asph
ND TEL
Gr
Gr
EL
6853+00 6854+00 6855+00 6856+00 6857+00 6858+00 6859+00 6860+00 6861+00 6862+00 6863+00 6864+00 6865+00 6866+00 6867+00 6868+00 6869+00 6870+00 6871+00 6872+00 6873+00
1,604.24
1,603.69
1,602.82
1,601.88
1,600.62
1,599.37
1,598.60
1,598.22
1,597.76
1,597.57
1,597.53
1,597.69
1,597.85
1,598.25
1,599.11
1,600.10
1,601.05
1,601.86
1,602.07
1,602.38
1,602.85
1,604.49
1,603.94
1,603.07
1,602.13
1,600.87
1,599.62
1,598.85
1,598.47
1,598.01
1,597.82
1,597.78
1,597.94
1,598.10
1,598.50
1,599.36
1,600.35
1,601.30
1,602.11
1,602.32
1,602.63
1,603.10
Contractor to avoid
fiber optic line
Near conflict with Embankment grading tie
Excavation grading tie
3" Proposed Overlay
6875
+00
6880
+00
6885
+00
6890
+00
N 0^ 55' 55" W (Align & Sec line) S 0^ 55' 55" E (Align & Sec line)
R-69-W
T-152-N
Sec 17
R-69-W
T-152-N
Sec 18
Sec line
1570
1580
1590
1600
1610
1620
1630
1640
1570
1580
1590
1600
1610
1620
1630
1640
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_005.dgn1:57:41 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 5
Plan & Profile
Sta 6873+00 to Sta 6893+00
ND TEL
Asph
CENT PL WATER DIST Approx Loc
CE
NT P
L W
AT
ER DIS
T A
ppro
x L
oc
provided by Interstate Engineering
Water line graphics drawn by location map
Asph Asph
6873+00 6874+00 6875+00 6876+00 6877+00 6878+00 6879+00 6880+00 6881+00 6882+00 6883+00 6884+00 6885+00 6886+00 6887+00 6888+00 6889+00 6890+00 6891+00 6892+00 6893+00
1,602.85
1,603.54
1,604.31
1,604.94
1,605.71
1,606.31
1,606.72
1,607.19
1,607.80
1,608.46
1,609.22
1,609.70
1,610.21
1,610.60
1,611.03
1,611.39
1,611.74
1,612.19
1,612.53
1,612.69
1,613.16
1,603.10
1,603.79
1,604.56
1,605.19
1,605.96
1,606.56
1,606.97
1,607.44
1,608.05
1,608.71
1,609.47
1,609.95
1,610.46
1,610.85
1,611.28
1,611.64
1,611.99
1,612.44
1,612.78
1,612.94
1,613.41
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
rural water line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1605.87 @ 37' Lt
In: 1606.36 @ 36' Rt
Install 18" x 9' CSP
Rt: Remove 2'
Install 18" x 11' CSP
Lt: Remove 2'
Station 6904+13 - `
Out: 1606.32 @ 47' Rt
In: 1607.88 @ 46' Rt
Install 18" x 23' CSP
Remove 2'North:
Install 18" x 37' CSP
Remove 2' South:
Sta 6894+53 - 47' Rt
S end plugged
18" X 41' CSP (fair)
6894+53 - 47 RT
W end plugged
18" X 57' CSP (fair)
6904+13 - `
40th St
NE
6895
+00
6900
+00
6905
+00
6910
+00
R-69-W
T-152-N
Sec 8
R-69-W
T-152-N
Sec 7
R-69-W
T-152-N
Sec 17
R-69-W
T-152-N
Sec 18
É = 0̂ 0
7' 02"
Lt
6894+41.7
8
Sec line
Sec line
WC
ND 30Sec line
#5 R
ebar
Rec S
ec C
or
E 2205359.57
N 363228.53
1570
1580
1590
1600
1610
1620
1630
1640
1570
1580
1590
1600
1610
1620
1630
1640
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_006.dgn1:57:42 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 6
Plan & Profile
Sta 6893+00 to Sta 6913+00
CENT PL WATER DIST Approx Loc
CENT PL WATER DIST Approx Loc
CE
NT P
L W
AT
ER DIS
T A
ppro
x L
oc
provided by Interstate Engineering
Water line graphics drawn by location map
ND TEL
Gr
Asph
2 FO Tel Peds
Asph
Gr
6893+00 6894+00 6895+00 6896+00 6897+00 6898+00 6899+00 6900+00 6901+00 6902+00 6903+00 6904+00 6905+00 6906+00 6907+00 6908+00 6909+00 6910+00 6911+00 6912+00 6913+00
1,613.16
1,613.82
1,613.99
1,614.19
1,614.30
1,614.13
1,613.58
1,613.34
1,613.19
1,613.15
1,613.00
1,612.73
1,612.64
1,612.47
1,611.68
1,610.73
1,610.13
1,609.37
1,608.40
1,607.48
1,606.92
1,613.41
1,614.07
1,614.24
1,614.44
1,614.55
1,614.38
1,613.83
1,613.59
1,613.44
1,613.40
1,613.25
1,612.98
1,612.89
1,612.72
1,611.93
1,610.98
1,610.38
1,609.62
1,608.65
1,607.73
1,607.17
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict withEmbankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1598.00 @ 39' Rt
In: 1598.21 @ 37' Lt
Install 18" x 7' CSP
Rt: Remove 2'
Install 18" x 19' CSP
Lt: Remove 12'
Station 6919+15 - `
Out: 1595.54 @ 36' Rt
In: 1595.75 @ 33' Lt
Install 27" x 4' CSP
Rt: Remove 4'
Install 27" x 9' CSP
Lt: Remove 4'
Install 70' CIPP Liner - 27"
Station 6932+36 - `
Out: 1597.82 @ 49' Rt
In: 1598.44 @ 48' Rt
Install 18" x 32' CSP
Remove 2'North:
Install 18" x 29' CSP
South: Remove 2'
Sta 6917+51 - 49' Rt
18" X 30' CSP (fair)
6917+52 - 46 LT
18" X 29' CSP (fair)
6917+51 - 49 RT
18" X 64' CSP (fair)
6919+15 - `
18" X 29' CSP (poor)
6928+57 - 45 LT
27" X 64' CSP (poor)
6932+36 - `
Out: 1596.32 @ 49' Lt
In: 1598.01 @ 46' Lt
Install 7.5^ Bend 18" CSP
Install 18" x 36' CSP
Remove 2'North:
Install 18" x 30' CSP
South: Remove 2'
Sta 6917+52 - 46' Lt
Out: 1595.00 @ 47' Lt
In: 1596.61 @ 44' Lt
Install 18" x 31' CSP
Remove 2'North:
Install 18" x 30' CSP
South: Remove 2'
Sta 6928+57 - 45' Lt
R Mkr 131
6915
+00
6920
+00
6925
+00
6930
+00Sec 7
Sec 8
É = 0̂ 0
1' 40"
Rt
6920+85.4
8
#5 R
ebar
Cor
41
Rec
line
41
line
41
E 2205311.17
N 365871.79
2 WCs
GPS 302
1560
1570
1580
1590
1600
1610
1620
1630
1560
1570
1580
1590
1600
1610
1620
1630
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_007.dgn1:57:43 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 7
Plan & Profile
Sta 6913+00 to Sta 6933+00
Gr
FO Tel Ped
Gr
Asph
ND TEL
CENT PL WATER DIST Approx Loc
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
Gr
Asph
6913+00 6914+00 6915+00 6916+00 6917+00 6918+00 6919+00 6920+00 6921+00 6922+00 6923+00 6924+00 6925+00 6926+00 6927+00 6928+00 6929+00 6930+00 6931+00 6932+00 6933+00
1,606.92
1,606.45
1,605.70
1,605.25
1,605.29
1,605.27
1,605.13
1,605.32
1,605.53
1,605.20
1,604.72
1,604.63
1,604.13
1,603.44
1,603.03
1,603.10
1,603.00
1,602.71
1,602.53
1,602.58
1,602.55
1,607.17
1,606.70
1,605.95
1,605.50
1,605.54
1,605.52
1,605.38
1,605.57
1,605.78
1,605.45
1,604.97
1,604.88
1,604.38
1,603.69
1,603.28
1,603.35
1,603.25
1,602.96
1,602.78
1,602.83
1,602.80
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Embankment grading tie
Excavation grading tie
Contractor to avoid
rural water line
Near conflict with
3" Proposed Overlay
18" X 39' CSP (poor)
6947+20 - 42 LT
18" X 35' CSP (fair)
6947+23 - 43 RT
Out: 1599.01 @ 45' Lt
In: 1599.65 @ 44' Lt
Install 7.5^ Bend 18" CSP
Install 18" x 30' CSP
Remove 2'North:
Install 7.5^ Bend 18" CSP
Install 18" x 18' CSP
South: Remove 2'
Sta 6947+20 - 42' Lt
Out: 1600.12 @ 43' Rt
In: 1600.47 @ 43' Rt
Install 18" x 24' CSP
Remove 2'North:
Install 18" x 26' CSP
South: Remove 2'
Sta 6947+23 - 43' Rt
41th St
NE
6935
+00
6940
+00
6945
+00
6950
+00
R-69-W
T-152-N
Sec 6
R-69-W
T-152-N
Sec 5
R-69-W
T-152-N
Sec 8
R-69-W
T-152-N
Sec 7
É = 0̂ 1
9' 20"
Rt
6947+29.2
2
Sec line
Sec line
#5 R
ebar
Rec S
ec C
or
E 2205264.05
N 368515.10
WC
ND 30Sec line
1570
1580
1590
1600
1610
1620
1630
1640
1570
1580
1590
1600
1610
1620
1630
1640
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_008.dgn1:57:44 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 8
Plan & Profile
Sta 6933+00 to Sta 6953+00
ND TEL
3 FO Tel Peds
Gr
Asph
WGV
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST App
rox Loc
CE
NT P
L W
AT
ER DIS
T A
ppro
x L
oc
Gr
Asph
6933+00 6934+00 6935+00 6936+00 6937+00 6938+00 6939+00 6940+00 6941+00 6942+00 6943+00 6944+00 6945+00 6946+00 6947+00 6948+00 6949+00 6950+00 6951+00 6952+00 6953+00
1,602.55
1,602.76
1,602.79
1,603.11
1,603.21
1,603.16
1,603.24
1,603.35
1,603.25
1,603.56
1,604.31
1,604.75
1,604.91
1,605.31
1,606.07
1,606.73
1,606.94
1,606.95
1,607.14
1,607.63
1,608.18
1,602.80
1,603.01
1,603.04
1,603.36
1,603.46
1,603.41
1,603.49
1,603.60
1,603.50
1,603.81
1,604.56
1,605.00
1,605.16
1,605.56
1,606.32
1,606.98
1,607.19
1,607.20
1,607.39
1,607.88
1,608.43
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
S 0^ 41' 57" E (Align & Sec Line)
Out: 1598.60 @ 48' Rt
In: 1598.67 @ 49' Lt
Install 18" x 17' CSP
Rt: Remove 5'
Install 18" x 9' CSP
Lt: Remove 5'
Install 98' CIPP Liner - 18"
Station 6960+90 - `
18" X 81' CSP (poor)
6960+90 - `
TS 6971
+17.39
SC 6973
+17.39
R Mkr 132
6955
+00
6960
+00
6965
+00
6970
+00Sec 6
Sec 5
E 2205228.46
N 371158.60
2 WCs
R/W Mon
Sec line
w/ cap LS 5582
#5 Rebar
Rec Qtr Cor
1570
1580
1590
1600
1610
1620
1630
1640
1570
1580
1590
1600
1610
1620
1630
1640
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_009.dgn1:57:45 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 9
Plan & Profile
Sta 6953+00 to Sta 6973+00
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
ND TEL FO Tel Ped
AsphAsph
Asph
6953+00 6954+00 6955+00 6956+00 6957+00 6958+00 6959+00 6960+00 6961+00 6962+00 6963+00 6964+00 6965+00 6966+00 6967+00 6968+00 6969+00 6970+00 6971+00 6972+00 6973+00
1,608.18
1,608.88
1,609.73
1,610.41
1,610.29
1,609.40
1,608.39
1,608.06
1,608.35
1,608.93
1,609.38
1,610.01
1,610.62
1,611.18
1,611.30
1,611.16
1,611.10
1,611.33
1,611.36
1,611.65
1,612.06
1,608.43
1,609.13
1,609.98
1,610.66
1,610.54
1,609.65
1,608.64
1,608.31
1,608.60
1,609.18
1,609.63
1,610.26
1,610.87
1,611.43
1,611.55
1,611.41
1,611.35
1,611.58
1,611.61
1,611.90
1,612.31
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
2 RCFES (fair)
24" X 64' RCP (good)
38' LT to NW end
6978+18 - `
18" X 78' CSP (poor, skew)
6979+59 - 82' LT to N end
6978+85 - 66' LT to S end
Out: 1604.61 @ 41' Lt
In: 1604.78 @ 37' Rt
Install 24" Flared End Section
Rt: Install 24" x 8' RCP
Lt: Install 24" Flared End Section
Station 6978+18 - `
Out: 1604.47 @ 60' Lt
In: 1604.71 @ 83' Lt
Install 18" x 7' CSP
North: Remove 2'
Install 18" x 34' CSP
South: Remove 2'
Station 6979+26 - 74' Lt
6992+34 - 69' RT
18" X 38' CSP (poor)
Out: 1609.91 @ 69' Rt
In: 1610.04 @ 69' Rt
Install 18" x 3' CSP
North: Remove 2'
Install 18" x 3' CSP
South: Remove 2'
Station 6992+34 - 69' Rt
100'
100'
33'33'
TS 6971+17.39
SC 6973+17.39
CS 6991
+16.87
PI 6983
+20.1
7
ST 6993+16.87
49th Ave N
E
6975
+00
6980
+00
6985
+00
6990
+00
= 6983+20.17PI
Delta
Da
= 1,910.08R= 1,799.48L= 200.00Ls
Sc
= 1,202.78Ts
Curve C2038
N 59̂16' 42" E
N 0̂ 39' 54" W (S
ec lin
e)
N 0̂ 41' 57" W (T
ange
nt)
E 22
0522
8.46
N 37
1158.60
T p
ost
2 W
Cs
R/W M
on
ND 30
Sec line
S 0̂ 46' 17" E (S
ec lin
e)
w/ cap LS 55
82
#5 Rebar
Rec
Qtr
Cor
1570
1580
1590
1600
1610
1620
1630
1640
1570
1580
1590
1600
1610
1620
1630
1640
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_010.dgn1:57:46 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 10
Plan & Profile
Sta 6973+00 to Sta 6993+00
provided b
y Interstate
Engineer
ing
Water line g
raphics dr
awn by lo
cation map
CENT PL WATER DIST Approx Loc
ND TEL
Wire FO Tel Ped
Asph
Sign
AsphGr
Gr
Gr
Asph
6973+00 6974+00 6975+00 6976+00 6977+00 6978+00 6979+00 6980+00 6981+00 6982+00 6983+00 6984+00 6985+00 6986+00 6987+00 6988+00 6989+00 6990+00 6991+00 6992+00 6993+00
1,612.06
1,612.08
1,612.22
1,612.37
1,612.80
1,613.03
1,613.34
1,613.36
1,613.62
1,614.00
1,614.29
1,614.48
1,614.85
1,615.07
1,615.44
1,615.86
1,616.10
1,616.32
1,616.41
1,616.63
1,616.69
1,612.31
1,612.33
1,612.47
1,612.62
1,613.05
1,613.28
1,613.59
1,613.61
1,613.87
1,614.25
1,614.54
1,614.73
1,615.10
1,615.32
1,615.69
1,616.11
1,616.35
1,616.57
1,616.66
1,616.88
1,616.94
Contractor to avoid
fiber optic line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
N 89̂ 21' 33" E
Out: 1609.66 @ 35' Rt
In: 1610.80 @ 30' Lt
Remove & Relay FES
Rt: Install 24" x 8' RCP
Remove & Relay FES
Lt: Install 24" x 6' RCP
Station 6994+20 - `
2 RCFES (good)
24" X 46' RCP (good)
6994+20 - ̀
ST 6993
+16.87
TS 6997
+36.05
SC 6999
+36.05
PI 7009
+10.04
42nd St N
E
6995
+00
7000
+00
7005
+00
7010
+00
7015+00
R-69-WT-
153-
NSec 3
3
R-69-W
T-152-
NSec 5
R/W MonE 2
207643.12
N 3740
44.24
(Ahd Tan)
Twp line
ND 30
Sec line
1580
1590
1600
1610
1620
1630
1640
1650
1580
1590
1600
1610
1620
1630
1640
1650
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_011.dgn1:57:48 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 11
Plan & Profile
Sta 6993+00 to Sta 7013+00
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL W
ATER D
IST Appr
ox Loc
ND TEL
1609.80
1609.91
1610.03
1610.70Gr
Asph
ND T
EL
Asph
2 FO Tel Peds
CE
NT P
L W
ATER DIS
T A
pprox
Loc
Gr
Lg Trees
6993+00 6994+00 6995+00 6996+00 6997+00 6998+00 6999+00 7000+00 7001+00 7002+00 7003+00 7004+00 7005+00 7006+00 7007+00 7008+00 7009+00 7010+00 7011+00 7012+00 7013+00
1,616.69
1,616.88
1,617.02
1,617.20
1,617.27
1,617.80
1,618.33
1,618.45
1,618.99
1,619.21
1,619.61
1,619.91
1,620.33
1,620.81
1,621.62
1,622.31
1,623.42
1,624.86
1,626.45
1,627.63
1,628.76
1,616.94
1,617.13
1,617.27
1,617.45
1,617.52
1,618.05
1,618.58
1,618.70
1,619.24
1,619.46
1,619.86
1,620.16
1,620.58
1,621.06
1,621.87
1,622.56
1,623.67
1,625.11
1,626.70
1,627.88
1,629.01
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
overhead power line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Both ends plugged
18" X 29' CSP (fair)
7018+91 - 45' LT
18" X 30' CSP (fair)
7018+88 - 40' RT
2 RCFES (fair)
30" X 62' RCP (good)
7028+73 - `
Out: 1620.79 @ 46' Lt
In: 1620.85 @ 44' Lt
Install 18" x 29' CSP
North: Remove 2'
Install 18" x 33' CSP
South: Remove 2'
Sta 7018+91 - 45' Lt
Out: 1621.64 @ 44' Rt
In: 1622.47 @ 44' Rt
Install 7.5^ Bend 18" CSP
Install 18" x 33' CSP
North: Remove 2'
Install 7.5^ Bend 18" CSP
Install 18" x 30' CSP
South: Remove 2'
Sta 7018+88 - 40' Rt
Out: 1617.42 @ 38' Lt
In: 1617.64 @ 36' Rt
Install 30" Flared End Section
Rt: Install 30" x 4' RCP
Install 30" Flared End Section
Lt: Install 30" x 4' RCP
Station 7028+73 - `
CS 7017
+37.46
ST 7019
+37.46
R Mkr 133
42nd St
NE
7015
+00
7020
+00
7025
+00
7030
+00
N 8
9̂ 2
1' 33"
E
R-69-W
T-153-N
Sec 34
R-69-W
T-153-N
Sec 33
N 0̂ 45' 25" W (Sec line & Tangent)
#5 R
ebar
Rec 1/4 C
or 2644.7
9' E to
Sec 33
Sec 34
(Ahd T
an)
Twp line
Twp line
R/W Mon
ND 30
Sec line
Twp line Xin
g
#5 R
ebar
1590
1600
1610
1620
1630
1640
1650
1660
1590
1600
1610
1620
1630
1640
1650
1660
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_012.dgn1:57:49 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 12
Plan & Profile
Sta 7013+00 to Sta 7033+00
Lg Trees
Lg Trees
Lg Trees
Asph
Asph
Gr
Lg Trees
Gr
Asph
Asph
2 WGVs
provided by Interstate Engineering
Water line graphics drawn by location map
CE
NT P
L W
AT
ER DIS
T A
ppro
x L
oc
CENT PL WATER DIST Approx Loc
Gr
Lg Trees
Gr
ND TEL
Gr
Gr
Sta 7014+68 - 11' RT
NTHN PLNS ELEC
Clearance = 24.43'
7013+00 7014+00 7015+00 7016+00 7017+00 7018+00 7019+00 7020+00 7021+00 7022+00 7023+00 7024+00 7025+00 7026+00 7027+00 7028+00 7029+00 7030+00 7031+00 7032+00 7033+00
1,628.76
1,629.30
1,629.78
1,629.90
1,629.68
1,629.11
1,628.25
1,627.32
1,626.86
1,626.29
1,625.91
1,625.55
1,625.40
1,625.36
1,625.36
1,625.23
1,625.12
1,624.98
1,625.20
1,625.61
1,625.78
1,629.01
1,629.55
1,630.03
1,630.15
1,629.93
1,629.36
1,628.50
1,627.57
1,627.11
1,626.54
1,626.16
1,625.80
1,625.65
1,625.61
1,625.61
1,625.48
1,625.37
1,625.23
1,625.45
1,625.86
1,626.03
Contractor to avoid
fiber optic line
Near conflict withEmbankment grading tie
Excavation grading tie
Contractor to avoid
fiber optic line
Near conflict with
3" Proposed Overlay
Out: 1621.55 @ 38' Lt
In: 1622.22 @ 36' Rt
Install 18" x 11' CSP
Rt: Remove 2'
Install 18" x 9' CSP
Lt: Remove 2'
Station 7049+46 - `
18" X 58' CSP (poor)
7049+46 - `
7035
+00
7040
+00
7045
+00
7050
+00Sec 33
Sec 34
Sec line
1590
1600
1610
1620
1630
1640
1650
1660
1590
1600
1610
1620
1630
1640
1650
1660
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_013.dgn1:57:50 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 13
Plan & Profile
Sta 7033+00 to Sta 7053+00
FO Tel Ped
Lg Trees
Asph
ND TEL
Asph
Lg Trees
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
Lg Trees Lg Trees
Gr
Gr
Asph
7033+00 7034+00 7035+00 7036+00 7037+00 7038+00 7039+00 7040+00 7041+00 7042+00 7043+00 7044+00 7045+00 7046+00 7047+00 7048+00 7049+00 7050+00 7051+00 7052+00 7053+00
1,625.78
1,625.95
1,626.03
1,626.32
1,626.41
1,626.62
1,626.80
1,627.01
1,627.31
1,627.51
1,627.90
1,628.47
1,629.29
1,629.33
1,629.01
1,628.94
1,628.93
1,628.84
1,628.53
1,628.57
1,628.64
1,626.03
1,626.20
1,626.28
1,626.57
1,626.66
1,626.87
1,627.05
1,627.26
1,627.56
1,627.76
1,628.15
1,628.72
1,629.54
1,629.58
1,629.26
1,629.19
1,629.18
1,629.09
1,628.78
1,628.82
1,628.89
Contractor to avoid
fiber optic line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1621.09 @ 44' Rt
In: 1622.11 @ 40' Lt
Install 18" x 11' CSP
Rt: Remove 5'
Install 18" x 9' CSP
Lt: Remove 5'
Station 7059+04 - `
Out: 1616.04 @ 42' Lt
In: 1616.29 @ 42' Rt
Install 18" x 14' CSP
Rt: Remove 7'
Install 18" x 11' CSP
Lt: Remove 3'
Install 84' CIPP Liner - 18"
Station 7070+20 - `
18" X 74' CSP (poor)
7059+04 - `
18" X 38' CSP (poor)
7065+16 - 43' LT18" X 68' CSP (poor)
7070+20 - `
Out: 1620.87 @ 43' Lt
In: 1622.15 @ 44' Lt
Install 18" x 25' CSP
North: Remove 2'
Install 18" x 17' CSP
South: Remove 2'
Sta 7065+16 - 43' Lt
43rd St
NE
7055
+00
7060
+00
7065
+00
7070
+00
GPS 303
R-69-W
T-153-N
Sec 27
R-69-W
T-153-N
Sec 28
R-69-W
T-153-N
Sec 34
R-69-W
T-153-N
Sec 33
É = 0̂ 0
1' 27"
Rt
7065+15.3
2
Sec line
Sec line
E 2207573.28
N 379330.93
ND 30
Rec S
ec C
or
#5 R
ebar
1590
1600
1610
1620
1630
1640
1650
1660
1590
1600
1610
1620
1630
1640
1650
1660
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_014.dgn1:57:51 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 14
Plan & Profile
Sta 7053+00 to Sta 7073+00
Pvt Mailbox
Wire
Wire
ND TEL
Wire
2 FO Tel PedsWireND TEL
ND TEL
Gr
Asph
Lg TreesGr
Gr
Lg Trees
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
CENT PL WATER DIST Approx Loc
Asph
Lg Trees Lg TreesLg Trees
Asph Asph
Sta 7073+45
NTHN PLNS ELEC
Clearance = 25.81'
7053+00 7054+00 7055+00 7056+00 7057+00 7058+00 7059+00 7060+00 7061+00 7062+00 7063+00 7064+00 7065+00 7066+00 7067+00 7068+00 7069+00 7070+00 7071+00 7072+00 7073+00
1,628.64
1,628.61
1,628.61
1,628.71
1,628.96
1,629.47
1,629.68
1,630.17
1,630.21
1,630.38
1,630.04
1,628.78
1,627.47
1,626.08
1,625.61
1,625.03
1,624.46
1,624.33
1,624.26
1,624.31
1,624.54
1,628.89
1,628.86
1,628.86
1,628.96
1,629.21
1,629.72
1,629.93
1,630.42
1,630.46
1,630.63
1,630.29
1,629.03
1,627.72
1,626.33
1,625.86
1,625.28
1,624.71
1,624.58
1,624.51
1,624.56
1,624.79
Contractor to avoid
overhead power line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict withContractor to avoid
rural water line
Near conflict with Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1611.55 @ 37' Lt
In: 1611.82 @ 37' Rt
Install 30" x 7' CSP
Rt: Remove 3'
Install 30" x 9' CSP
Lt: Remove 3'
Station 7088+19 - `
Out: 1611.39 @ 37' Lt
In: 1611.88 @ 37' Rt
Install 30" x 7' CSP
Rt: Remove 3'
Install 30" x 9' CSP
Lt: Remove 3'
Station 7088+22 - `
Out: 1613.13 @ 47' Rt
In: 1613.58 @ 45' Rt
Install 7.5^ Bend 18" CSP
Install 18" x 28' CSP
Remove 2'North:
Install 18" x 31' CSP
South: Remove 2'
Sta 7085+64 - 44' Rt
18" X 33' CSP (fair)
7085+70 - 39' LT
18" X 30' CSP (fair)
7085+64 - 44' RT
30" X 64' CSP (fair)
7088+22 - `
30" X 63' CSP (poor)
7088+19 - `
Out: 1613.39 @ 40' Lt
In: 1613.69 @ 42' Lt
Install 18" x 31' CSP
Remove 2'North:
Install 7.5^ Bend 18" CSP
Install 18" x 30' CSP
South: Remove 2'
Sta 7085+70 - 39' Lt
R Mkr 134
7075
+00
7080
+00
7085
+00
7090
+00
S 0^ 43' 58" E (Align & Sec line) N 0^ 43' 19" W (Align & Sec line)
Sec 28
Sec 27
É = 0̂ 0
0' 39"
Rt
7091+58.8
4
line
41
line
41
#5 R
ebar
Cor
41
Rec
#5 Rebar
Rec Qtr Cor
E 2207539.47
N 381974.23
Sec line
1580
1590
1600
1610
1620
1630
1640
1650
1580
1590
1600
1610
1620
1630
1640
1650
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_015.dgn1:57:52 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 15
Plan & Profile
Sta 7073+00 to Sta 7093+00
Pvt Mailbox
FO Tel Ped
Wire Wire
Wire
Gr
Lg TreesWire
Lg Trees
Asph
WireWire
Wire
Asph
Lg Tre
es
FO Tel Ped
Asph
Wire
2 ND TEL
Lg Trees
Lg Trees
Gr
Asph
Lg Trees
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
Lg Trees
Sta 7073+45
NTHN PLNS ELEC
Clearance = 25.81'
7073+00 7074+00 7075+00 7076+00 7077+00 7078+00 7079+00 7080+00 7081+00 7082+00 7083+00 7084+00 7085+00 7086+00 7087+00 7088+00 7089+00 7090+00 7091+00 7092+00 7093+00
1,624.54
1,624.71
1,624.13
1,623.84
1,623.17
1,622.57
1,622.20
1,621.89
1,621.51
1,621.23
1,620.80
1,620.67
1,620.25
1,619.91
1,619.57
1,619.54
1,619.47
1,619.54
1,619.97
1,620.34
1,620.32
1,624.79
1,624.96
1,624.38
1,624.09
1,623.42
1,622.82
1,622.45
1,622.14
1,621.76
1,621.48
1,621.05
1,620.92
1,620.50
1,620.16
1,619.82
1,619.79
1,619.72
1,619.79
1,620.22
1,620.59
1,620.57
Contractor to avoid
fiber optic line
Near conflict withEmbankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1613.89 @ 37' Rt
In: 1613.91 @ 34' Lt
Install 30" x 16' CSP
Rt: Remove 14'
Install 30" x 15' CSP
Lt: Remove 14'
Station 7097+11 - `
Out: 1613.74 @ 37' Rt
In: 1614.04 @ 34' Lt
Install 30" x 18' CSP
Rt: Remove 15.5'
Install 30" x 17' CSP
Lt: Remove 15.5'
Station 7097+14 - `
30" X 67' CSP (good)
7097+11 - `
30" X 66' CSP (good)
7097+14 - `
18" X 30' CSP (fair)
7101+35 - 44' LT
Both ends plugged
18" X 30' CSP (fair)
7101+34 - 46' RT
Out: 1617.51 @ 46' Rt
In: 1617.89 @ 46' Rt
Install 18" x 27' CSP
North: Remove 2'
Install 18" x 32' CSP
South: Remove 2'
Sta 7101+34 - 46' Rt
Out: 1617.10 @ 44' Lt
In: 1618.53 @ 44' Lt
Install 18" x 30' CSP
North: Remove 2'
Install 18" x 28' CSP
South: Remove 2'
Sta 7101+35 - 44' Lt
7095
+00
7100
+00
7105
+00
7110
+00
N 0^ 43' 19" W (Align & Sec line)
S 0^ 43' 19" E (Align & Sec line)
ND 30
Sec line
1580
1590
1600
1610
1620
1630
1640
1650
1580
1590
1600
1610
1620
1630
1640
1650
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_016.dgn1:57:53 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 16
Plan & Profile
Sta 7093+00 to Sta 7113+00
Wire
Wire
Wire
3 WGVs
Asph
FO Tel Ped Ð ND TEL
ND TEL
Wire
WireGr
Sto
ckpile
ND TEL
FO Tel Ped
Asph
Wire
GrLg Tre
es
FO Tel Ped
Asph
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
Conc
Lg Tre
es
Deck
Lg Trees
Res
NTH
N P
LNS E
LEC
7093+00 7094+00 7095+00 7096+00 7097+00 7098+00 7099+00 7100+00 7101+00 7102+00 7103+00 7104+00 7105+00 7106+00 7107+00 7108+00 7109+00 7110+00 7111+00 7112+00 7113+00
1,620.32
1,620.38
1,620.53
1,620.72
1,620.35
1,621.74
1,622.24
1,623.02
1,624.08
1,624.88
1,625.06
1,625.31
1,625.62
1,625.84
1,626.03
1,626.26
1,626.46
1,627.00
1,627.18
1,627.28
1,627.57
1,620.57
1,620.63
1,620.78
1,620.97
1,620.60
1,621.99
1,622.49
1,623.27
1,624.33
1,625.13
1,625.31
1,625.56
1,625.87
1,626.09
1,626.28
1,626.51
1,626.71
1,627.25
1,627.43
1,627.53
1,627.82
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
rural water line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1624.21 @ 34' Rt
In: 1624.89 @ 41' Lt
Install 18" x 14' CSP
Rt: Remove 6'
Install 18" x 11' CSP
Lt: Remove 2'
Station 7129+19 - `
18" X 61' CSP (poor)
7117+65 - `
24" X 59' CSP (poor)
7118+38 - `
Out: 1619.13 @ 48' Lt
In: 1619.69 @ 36' Rt
Install 22.5^ Bend 18" CSP
Install 18" x 22' CSP
Rt: Remove 12'
Install 22.5^ Bend 18" CSP
Install 18" x 20' CSP
Lt: Remove 4'
Install 88' CIPP Liner - 18"
Station 7117+65 - `
Out: 1618.68 @ 44' Rt
In: 1619.05 @ 48' Lt
Install 22.5^ Bend 24" CSP
Install 24" x 23' CSP
Rt: Remove 6'
Install 22.5^ Bend 24" CSP
Install 24" x 25' CSP
Lt: Remove 5'
Install 96' CIPP Liner - 24"
Station 7118+38 - `
18" X 30' CSP (fair)
7125+24 - 35' LT
18" X 30' CSP (fair)
7125+25 - 45' RT
18" X 58' CSP (poor)
7129+19 - `
Out: 1621.15 @ 41' Lt
In: 1621.79 @ 37' Lt
Install 7.5^ Bend 18" CSP
Install 18" x 32' CSP
North: Remove 2'
Install 7.5^ Bend 18" CSP
Install 18" x 34' CSP
South: Remove 2'
Sta 7125+24 - 35' Lt
Out: 1620.17 @ 45' Rt
In: 1620.71 @ 45' Rt
Install 18" x 30' CSP
North: Remove 2'
Install 18" x 34' CSP
South: Remove 2'
Sta 7125+25 - 45' Rt
R Mkr 135
44th St
NE
7115
+00
7120
+00
7125
+00
7130
+00
R-69-W
T-153-N
Sec 22
R-69-W
T-153-N
Sec 21
R-69-W
T-153-N
Sec 28
R-69-W
T-153-N
Sec 27
Sec line
Sec line
#5 Rebar
Rec Sec Cor
E 2207506.16
N 384617.68
ND 30
Sec line
1590
1600
1610
1620
1630
1640
1650
1660
1590
1600
1610
1620
1630
1640
1650
1660
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_017.dgn1:57:54 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 17
Plan & Profile
Sta 7113+00 to Sta 7133+00
Wire
ND TELFO Tel Ped
Gr
ND TEL
Gr
FO Tel Ped
FO Tel Ped
Gate
Gr
FO Tel PedND TEL
Asph
ND TEL
Gr
provided by Interstate Engineering
Water line graphics drawn by location map
CEN
T PL WATER
DIST Approx Loc
Appro
x L
oc
CE
NT P
L W
AT
ER DIS
T
Lg Trees
Lg Trees
Asph
Wire
Asph
Lg Trees
7113+00 7114+00 7115+00 7116+00 7117+00 7118+00 7119+00 7120+00 7121+00 7122+00 7123+00 7124+00 7125+00 7126+00 7127+00 7128+00 7129+00 7130+00 7131+00 7132+00 7133+00
1,627.57
1,627.09
1,626.59
1,625.92
1,625.65
1,625.91
1,626.07
1,626.09
1,626.07
1,626.45
1,626.68
1,627.03
1,627.63
1,627.99
1,628.75
1,629.65
1,630.26
1,630.74
1,631.20
1,631.22
1,631.28
1,627.82
1,627.34
1,626.84
1,626.17
1,625.90
1,626.16
1,626.32
1,626.34
1,626.32
1,626.70
1,626.93
1,627.28
1,627.88
1,628.24
1,629.00
1,629.90
1,630.51
1,630.99
1,631.45
1,631.47
1,631.53
Contractor to avoid
fiber optic line
Near conflict with
Embankment grading tie
Excavation grading tie
3" Proposed Overlay
Out: 1644.39 @ 50' Rt
In: 1646.83 @ 41' Lt
Install 18" x 20' CSP
Rt: Remove 11'
Lt: Install 18" x 6' CSP
Station 7150+26 - `
18" X 30' CSP (poor)
7133+70 - 42' RT
S end plugged
18" X 33' CSP (poor)
7144+60 - 44' LT
18" X 60' CSP (good)
7144+65 - 40' RT
18" X 76' CSP (good)
7150+26 - `
Out: 1624.75 @ 42' Rt
In: 1625.51 @ 42' Rt
Install 18" x 25' CSP
North: Remove 2'
Install 18" x 34' CSP
South: Remove 2'
Sta 7133+70 - 42' Rt
Out: 1637.95 @ 44' Lt
In: 1640.34 @ 44' Lt
Install 18" x 21' CSP
North: Remove 2'
Install 18" x 28' CSP
South: Remove 2'
Sta 7144+60 - 44' Lt
Out: 1637.67 @ 44' Rt
In: 1640.88 @ 40' Rt
Install 18" x 16' CSP
North: Remove 2'
Install 15^ Bend 18" CSP
Install 18" x 16' CSP
South: Remove 2'
Sta 7144+65 - 40' Rt
7135
+00
7140
+00
7145
+00
7150
+00
É = 0̂ 0
9' 00"
7144+51.1
8
line
41
#5 R
ebar
Cor
41
Rec
line
41
Sec 21
Sec 22
E 2207477.36
N 387266.21
Sec line
1600
1610
1620
1630
1640
1650
1660
1670
1600
1610
1620
1630
1640
1650
1660
1670
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_018.dgn1:57:56 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 18
Plan & Profile
Sta 7133+00 to Sta 7153+00
provided by Interstate Engineering
Water line graphics drawn by location map
CENT PL WATER DIST Approx Loc
Asph
Gr
Gr
Asph
ND TEL
ND TEL
Wire
FO Tel Ped Ð
Asph
7133+00 7134+00 7135+00 7136+00 7137+00 7138+00 7139+00 7140+00 7141+00 7142+00 7143+00 7144+00 7145+00 7146+00 7147+00 7148+00 7149+00 7150+00 7151+00 7152+00 7153+00
1,631.28
1,631.66
1,631.82
1,632.05
1,632.74
1,633.65
1,634.98
1,636.43
1,638.25
1,640.22
1,642.55
1,644.57
1,646.39
1,648.29
1,650.32
1,651.98
1,653.15
1,654.39
1,655.46
1,656.12
1,657.14
1,631.53
1,631.91
1,632.07
1,632.30
1,632.99
1,633.90
1,635.23
1,636.68
1,638.50
1,640.47
1,642.80
1,644.82
1,646.64
1,648.54
1,650.57
1,652.23
1,653.40
1,654.64
1,655.71
1,656.37
1,657.39
Contractor to avoid
fiber optic line
Near conflict with
Contractor to avoid
overhead power line
Near conflict with
Embankment grading tie
Excavation grading tie
transitionPaving
transitionMilling
3" Proposed Overlay
N 0^ 44' 11" W (Align & Sec line)
Out: 1645.29 @ 38' Lt
In: 1645.56 @ 39' Rt
Install 18" x 24' CSP
Rt: Remove 18'
Install 18" x 18' CSP
Lt: Remove 15'
Station 7168+37 - `
Out: 1649.28 @ 46' Rt
In: 1650.50 @ 43' Rt
Install 7.5^ Bend 18" CSP
Install 18" x 29' CSP
North: Remove 2'
Install 7.5^ Bend 18" CSP
Install 18" x 28' CSP
South: Remove 2'
Sta 7165+44 - 39' Rt
18" X 29' CSP (poor)
7165+44 - 39' RT
S end plugged
18" X 30' CSP (poor)
7165+45 - 43' LT
18" X 68' CSP (good)
7168+37 - `
Out: 1648.76 @ 47' Lt
In: 1650.81 @ 47' Lt
Install 15^ Bend 18" CSP
Install 18" x 29' CSP
North: Remove 2'
Install 7.5^ Bend 18" CSP
Install 18" x 32' CSP
South: Remove 2'
Sta 7165+45 - 43' Lt
ND 1
9
BENSON COUNTY
7155
+00
7160
+00
7165
+00
7170
+00
R-69-W
T-153-N
Sec 21
R-69-W
T-153-N
Sec 16
R-69-W
T-153-N
Sec 15
R-69-W
T-153-N
Sec 22
E 2207441.68
N 389909.96WC
WC
WC
ND 30Sec line
Sec line
Sec line
R/W Mon
1610
1620
1630
1640
1650
1660
1670
1680
1610
1620
1630
1640
1650
1660
1670
1680
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/27/2017 bschaff N:\NDD20609\3030128.032\Utilities\060PP_UCP_019.dgn1:57:57 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
SS-3-030(032)128 19
Plan & Profile
Sta 7153+00 to Sta 7173+00
3 FO Tel Peds
CENT PL WATER DIST Approx Loc
provided by Interstate Engineering
Water line graphics drawn by location map
ND TEL
ND TELWire Gr
Sign
Gr
FO Tel Ped Ð
Ped Ð
FO Tel
Gr
Asph
FO Tel Ped
Gr
Sign
Gr
Gr
Asph
Lg Trees
Gr
Asph
Sta 7169+90
NTHN PLNS ELEC
Clearance = 26.16'
7153+00 7154+00 7155+00 7156+00 7157+00 7158+00 7159+00 7160+00 7161+00 7162+00 7163+00 7164+00 7165+00 7166+00 7167+00 7168+00 7169+00 7170+00
1,657.14
1,658.02
1,658.92
1,659.94
1,661.02
1,661.63
1,662.01
1,662.07
1,661.65
1,660.76
1,660.00
1,658.71
1,657.30
1,655.59
1,654.16
1,652.78
1,651.76
1,651.55
1,657.39
1,658.27
1,659.17
1,660.19
1,661.27
1,661.88
1,662.26
1,662.32
1,661.90
1,661.01
1,660.25
1,658.96
1,657.55
1,655.84
1,654.41
1,653.03
1,652.01
1,651.80
