section sheet no. nd 120 2… · 17/11/2017 · e s e 1 4 th s t s e 8" white channel...
TRANSCRIPT
US Hwy 2
4" Yellow Edge Line
4" White Edge Line +32.5
+27.5
4" White Skips (10' Line, 30' Skip)-Grooved
+84.5
+59.5
+48.6 +10.512'
12'
12'
4'
12'4'
+52.5
8" White Channel Line-Grooved
+7.5
10'
12'
12'
4'
East Frontage Road
West Frontage Road
Temporary Private Drive
Private Drive
Te
mp Private Drive
7904 7905 7906 7907 7908 7909 7910 7911 7912
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_001_LPVMT.dgn10:33:21 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 1
US Hwy 2 & 42nd St SE
Intersection Improvements
Jonathan P. Morgenroth,
US Hwy 2
Pavement Marking Layout
7906+27.5 to 7912+00
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" White Centerline Skip 30 Skips @ 10'/Skip = 300 LF
762 0113 Epoxy Pvmt Mk 4IN Line
4" White Edge Line 1146 LF
4" Yellow Edge Line 1146 LF
Total = 2292 LF
762 0122 Preformed Patterned Pvmt Mk-Message-Grooved
Arrow (RT) 16 SF x 2 EA = 32 SF
Arrow (LT) 16 SF x 3 EA = 48 SF
Total = 80 SF
762 0132 Epoxy Pvmt Mk 8IN Line-Grooved
8" White Channel Line 1053 LF
762 0134 Epoxy Pvmt Mk 12IN Line-Grooved
12" White Chevron 180 LF
US Hwy 2
Private Drive
Private Drive
Private Drive
42nd A
ve S
E
14th St S
E
8" White Channel Line-Grooved
+88.6
4'12'
12'
+10.5
12'
24'4'
+92.5
+62.4
+97.5 +47.5
8" White Channel Line-Grooved
4" White Edge Line
4" White Skips (10' Line, 30' Skip)-Grooved
24'
12'
12'
10' 12'4'
12'
12'
8'
4'
12'
12'
+80.8
Private
Drive
4'
4" Yellow Edge Line
4" Yellow Edge Line
4'
12'
12'
4'
12'
+81.3
+50.0
West Frontage R
oad
East Fro
nta
ge R
oad
East F
rontage R
oad
4" White Skips (10' Line, 30' Skip)-Grooved
4" White Edge Line
24" White Stop Bar-Grooved
24" White Stop Bar-Grooved
Future S
hare
d U
se P
ath
Future S
hare
d U
se P
ath
Private Drive
Private Drive
7912 7913 7914 7915 7916 7917 7918 7919 7920
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_002_LPVMT.dgn10:33:22 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 2
US Hwy 2 & 42nd St SE
Intersection Improvements
Jonathan P. Morgenroth,
US Hwy 2
7912+00 to 7920+00
Pavement Marking Layout
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" White Centerline Skip 32 Skips @ 10'/Skip = 320 LF
762 0113 Epoxy Pvmt Mk 4IN Line
4" White Edge Line 1341 LF
4" Yellow Edge Line 1255 LF
Total = 2596 LF
762 0122 Preformed Patterned Pvmt Mk-Message-Grooved
Arrow (RT) 16 SF x 2 EA = 32 SF
Arrow (LT) 16 SF x 1 EA = 16 SF
Total = 48 SF
762 0132 Epoxy Pvmt Mk 8IN Line-Grooved
8" White Channel Line 1874 LF
762 0134 Epoxy Pvmt Mk 12IN Line-Grooved
12" White Chevron 743 LF
762 1325 Preformed Patterned Pvmt Mk 24IN Line-Grooved
24" White Stop Bar 168 LF
US Hwy 2
Private Drive
+36.3
+17.5
+12.5
+96.3+61.3 +13.3 +28.8
+32.5+80.5
8" White Channel Line-Grooved
4" White Edge Line
4" White Skips (10' Line, 30' Skip)-Grooved
4" Yellow Edge Line
East Frontage Road
+37.0+85.0
7920 7921 7922 7923 7924 7925 7926 7927 7928
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_003_LPVMT.dgn10:33:23 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 3
US Hwy 2 & 42nd St SE
Intersection Improvements
Jonathan P. Morgenroth,
US Hwy 2
Pavement Marking Layout
7920+00 to 7924+36.3
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" White Centerline Skip 20 Skips @ 10'/Skip = 200 LF
762 0113 Epoxy Pvmt Mk 4IN Line
4" White Edge Line 815 LF
4" Yellow Edge Line 836 LF
Total = 1651 LF
762 0122 Preformed Patterned Pvmt Mk-Message-Grooved
Arrow (RT) 16 SF x 5 EA = 80 SF
Arrow (LT) 16 SF x 2 EA = 32 SF
Total = 112 SF
762 0132 Epoxy Pvmt Mk 8IN Line-Grooved
8" White Channel Line 1063 LF
762 0134 Epoxy Pvmt Mk 12IN Line-Grooved
12" White Chevron 90 LF
+87.3
+83.0
+34.0+29.0
+96.5
4" White Edge Line
4" Double Yellow Barrier Line
+39.0
+5.0
8" White Channel Line-Grooved
12'
12'
12'
10'
+0.0
34'
14'
16.5'
12'
16.5'
4'
16.5'
12'
16.5'
16.5'42nd Ave SE
US H
wy 2
+33.0
+73.0
+0.0
4" Double Yellow Barrier Line-Grooved
14th Ave SE
4" Double Yellow Barrier Line-Grooved
4" Yellow Line-Grooved
+79.0
West Frontage Road
Private Drive
+73.0
US H
wy 2
24" White Stop Bar-Grooved
+80.0
+33.0
Use Path
Future Shared
Use Path
Future Shared
Use Path
Future Shared
24" White Stop Bar-Grooved
Private Drive
Private
Drive
10
11
12
1314
15
16
9
12
13
14
15
16
17
18
4" Double Yellow Barrier Line
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_004_LPVMT.dgn10:33:24 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 4
US Hwy 2 & 42nd St SE
Intersection Improvements
Jonathan P. Morgenroth,
42nd St SE
10+87.3 to 16+00
Pavement Marking Layout
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" Yellow Line 86 LF
4" Double Yellow Barrier Line 752 LF
Total = 838 LF
762 0113 Epoxy Pvmt Mk 4IN Line
4" White Edge Line 247 LF
4" Double Yellow Barrier Line 64 LF
Total = 311 LF
762 0122 Preformed Patterned Pvmt Mk-Message-Grooved
Arrow (RT) 16 SF x 2 EA = 32 SF
Arrow (LT) 16 SF x 3 EA = 48 SF
Total = 80 SF
762 0132 Epoxy Pvmt Mk 8IN Line-Grooved
8" White Channel Line 753 LF
8" White Chevron 224 LF
Total = 977 LF
762 1325 Preformed Patterned Pvmt Mk 24IN Line-Grooved
24" White Stop Bar 87 LF
+30.0
4" Double Yellow Barrier Line-Grooved
16.5'
16.5'
42nd Ave SE
Private Drive
13th A
ve S
E
Future Shared Use Path
16 17 18 19 20 21 22
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_005_LPVMT.dgn10:33:25 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 5
US Hwy 2 & 42nd St SE
Intersection Improvements
Jonathan P. Morgenroth,
42nd St SE
16+00 to 18+30
Pavement Marking Layout
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" Double Yellow Barrier Line 922 LF
4" White Edge Line 24" White Stop Bar
US H
wy 2
Private Drive
Private Drive
10'
12'
12'
+33.0+28.3
+29.0 +88.2
+77.3
4' 16.5'
12'9.97'
12'
+0.0
8" White Channel Line-Grooved
4" White Edge Line
42nd St SE
14th Ave SE
4" Double Yellow Barrier Line-Grooved
12'
16.5'
16.5'
18'
18'
18'
+29.4
+22.412.3'
12'
10'
+73.4
+24.8
4" Double Yellow Barrier Line-Grooved
12'
4" Double Yellow Barrier Line
+68.0
12'
Line-Grooved
8" White Channel
+35.8
4" Double Yellow Barrier Line-Grooved
6" Crosswalk Line
6'4'
East Frontage Road
East Frontage
Roa
d
+88.1
+73.0
Private Drive
US H
wy 2
24" White Stop Bar-Grooved
Grooved
Stop Bar-
24" White
+81.0
+80.5
Use Path
Future Shared
Use Path
Future Shared
11
12
13
14
15
16
17
18
19
20
21
5 6 7 8 9 10
11
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_006_LPVMT.dgn10:33:26 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 6
US Hwy 2 & 42nd St SE
Intersection Improvements
14th Ave SE
Jonathan P. Morgenroth,
Pavement Marking Layout
6+88.1 to 11+00
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" Double Yellow Barrier Line 764 LF
762 0113 Epoxy Pvmt Mk 4IN Line
4" White Edge Line 284 LF
4" Double Yellow Barrier Line 1318 LF
Total = 1602 LF
762 0122 Preformed Patterned Pvmt Mk-Message-Grooved
Arrow (RT) 16 SF x 2 EA = 32 SF
Arrow (LT) 16 SF x 4 EA = 64 SF
Total = 96 SF
762 0132 Epoxy Pvmt Mk 8IN Line-Grooved
8" White Channel Line 921 LF
8" White Chevron 890 LF
Total = 1811 LF
762 1307 Preformed Patterned Pvmt Mk 6IN Line-Grooved
6" Crosswalk Line 187 LF
762 1325 Preformed Patterned Pvmt Mk 24IN Line-Grooved
24" White Stop Bar 135 LF
+89.0
+98.0
+68.0
+64.0
4" Double Yellow Barrier Line-Grooved
8" White Channel Line-Grooved
16.5'
16.5'
16.5'
12'14th Ave SE
Private D
rive
Private Drive
+16.0
11
12 1314
15
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\120MK_007_LPVMT.dgn10:33:27 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6872
08/17/17
120
NHU-4-002(116)149 7
US Hwy 2 & 42nd St SE
Intersection Improvements
Jonathan P. Morgenroth,
14th Ave SE
11+00 to 13+89
Pavement Marking Layout
762 0110 Epoxy Pvmt Mk 4IN Line-Grooved
4" Double Yellow Barrier Line 1168 LF
762 0122 Preformed Patterned Pvmt Mk-Message-Grooved
Arrow (LT) 16 SF x 2 EA = 32 SF
762 0132 Epoxy Pvmt Mk 8IN Line-Grooved
8" White Channel Line 134 LF
8" White Chevron 77 LF
Total = 211 LF
US Hwy 2 EB
US Hwy 2 WB
US Hwy 2 WB
US Hwy 2 EB
Sta 7916+93.47, 17' RT
Traffic Signal Standard
Sta 7914+63.43, 18' LT
Traffic Signal Standard
Concrete Slab (1)
Concrete Slab (1)
Attenuating crash custion TL-3
Attenuating crash custion TL-3
item "Attenuating crash cushion TL-3."
All costs for installing the concrete slab shall be included in the price bid for the
manufacturer's recommendations.
1. The concrete slab shall be isntalled in accordance with the crash cushion
Note:
5"
CL Signal Pole
CL Crash Cushion
CL Signal Pole
CL Crash Cushion
5"
6872
08/18/17
130
NHU-4-002(116)149 1
Guardrail
US Hwy 2 & 42nd St SE
Intersection Improvements
Crash Cushion Layout
SSNDDOT Reserves All Objections
23 USC 409 Documents
764 9011 Attenuating Crash Cushion TL-3
SW US 2 Median 1 EA
NE US 2 Median 1 EA
Total = 2 EA
Jonathan P. Morgenroth,
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/18/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\130GR_001_LGdrl.dgn10:45:33 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
Access Control
US H
wy 2 E
B
US H
wy 2 W
B
US H
wy 2 Fro
nta
ge R
oad
46th St S
E
42nd St SE
14th
Ave SE
Remove Luminaire
Remove Light Standard,
Remove Concrete Foundation,
Remove Luminaire
Remove Light Standard,
Remove Concrete Foundation,
Remove Luminaire
Remove Light Standard,
Remove Concrete Foundation,
C2-11
C2-10
C2-9
A2-8
A2-7
A2-6
between Concrete Foundations
Remove Underground Conductors
between Concrete Foundations
Remove Underground Conductors
between Concrete Foundations
Remove Underground Conductors
To Remain
To Remain
see As Built plans
and continue to Feed Point,
Branch circuiting to A2-5
2. Cap unused conduit sweeps out of concrete foundations.
1. Remove Underground Conductors is incidental to removing a concrete foundation.
GENERAL NOTES:
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/23/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_001_Rem.dgn12:59:43 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8671
08/22/17
140
NHU-4-002(116)149 1
US Hwy 2 & 42nd St SE
Intersection Improvements
Removal Plan
Quantities
RE
MO
VE LIG
HTIN
G S
YS
TE
M
EA
1
Steve McHenry,
10
11
12
13
14
7905 7906 7907 7908 7909 7910 7911 7912 7913 7914 7915 7916
2 3 4 5 6 7 8 9
10
11
12
6 7 8 9 10 11 12
13
14
15
20
21
22
56
78
9
US Hwy 2 EB
US Hwy 2 WB
East Frontage Road
West Frontage Road
42nd St S
E
14th A
ve S
E
3. Pull Boxes are furnished and installed in Section 150.
2. Feed Point - Combo Lighting & Signal cabinet is furnished and installed in Section 150.
1. All stations and offsets are measured from US Hwy 2 unless otherwise noted.
GENERAL NOTES:
3. P
ull B
oxes are fu
rnished a
nd in
stalle
d in S
ectio
n 1
50.
2. F
eed P
oint - C
om
bo Lig
htin
g & Sig
nal c
abinet is fu
rnished a
nd in
stalle
d in S
ectio
n 1
50.
1. A
ll statio
ns a
nd offs
ets are m
easure
d fro
m U
S H
wy 2 u
nless otherwise n
ote
d.
GE
NE
RA
L N
OTES:
1 2
3 4 56 7
16
18
19
26
Pull Box 1
85.0' RT
Sta. 7915+10,
78.0' RT
Sta. 7906+25
80.5' RT
Sta. 7907+90
90.0' RT
Sta. 7909+54
90.0' RT
Sta. 7911+19
90.0' RT
Sta. 7912+84 90.0' RT
Sta. 7914+49
17
Feed Point
& Lighting
Combo Signal
125.4' RT
Sta. 7915+19,Light Standard (S1)
Combo Signal &
92.7' RT
Sta. 7915+27,
Use Path
Future Shared
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/23/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_002.dgn12:59:44 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8671
08/22/17
140
NHU-4-002(116)149 2
US Hwy 2 & 42nd St SE
Intersection Improvements
US Hwy 2 EB Lighting
Steve McHenry,
10
11
12
13
14
7916 7917 7918 7919 7920 7921 7922 7923 7924 7925 7926 7927
17
18
19
20
21 22 23 24 25
1 2 3 4
56
78
9
1
2
US Hwy 2 WB
US Hwy 2 EB
East Frontage Road
42nd St S
E
14th A
ve S
E
3. Pull Boxes are furnished and installed in Section 150.
2. Feed Point - Combo Lighting & Signal cabinet is furnished and installed in Section 150.
1. All stations and offsets are measured from US Hwy 2 unless otherwise noted.
GENERAL NOTES:
3. P
ull B
oxes are furnished a
nd installed in S
ection 1
50.
2. F
eed P
oint -
Co
mbo Lighting & Signal cabinet is furnished a
nd installed in S
ection 1
50.
1. All stations a
nd offsets are m
easure
d fro
m U
S H
wy 2 u
nless otherwise n
ote
d.
GE
NE
RA
L N
OTES:
8 9
1011
1213141516
19
Pull Box 6
94.1' RT
Sta. 7916+61,
Pull Box 4
85.0' LT
Sta. 7916+72,
90.0' LT
Sta. 7917+55,
90.0' LT
Sta. 7919+20,
90.0' LT
Sta. 7920+85,
88.8' LT
Sta. 7922+50,
78.0' LT
Sta. 7924+15,
78.0' LT
Sta. 7925+80,
Pull Box 5
14.2' RT
Sta. 7916+98,
78.0' RT
Sta. 7918+52,
Light Standard (S9)
Combo Signal &
87.0' RT
Sta. 7916+69,
Light Standard (S6)
Combo Signal &
91.9' LT
Sta. 7916+63,
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/23/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_003.dgn12:59:45 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8671
08/22/17
140
NHU-4-002(116)149 3
US Hwy 2 & 42nd St SE
Intersection Improvements
US Hwy 2 WB Lighting
Steve McHenry,
10
11
12
13
14
15
16
17
18
19
7912
7913
7914
7915
7916
7917
7918
7919
7920
1819
14
15
16
17
18
1
0
1
2
5
6
7
42nd St S
E
14th A
ve SE
3. Pull Boxes are furnished and installed in Section 150.
2. Feed Point - Combo Lighting & Signal cabinet is furnished and installed in Section 150.
1. All stations and offsets are measured from US Hwy 2 unless otherwise noted.
GENERAL NOTES:
26
25
24
23
18
5
6
8
914
15
16
7
17
Pull Box 3
90.2' LT.
Sta. 7915+16,
Pull Box 2
14.2' LT
Sta. 7914+59,
Pull Box 1
85.0' RT
Sta. 7915+10,
Point
Lighting Feed
Combo Signal &
125.4' RT
Sta. 7915+19,
77.8' LT
Sta. 7913+30,
US H
wy 2 E
B
US H
wy 2 W
B
42nd St SE
65.5' LT
Sta. 12+23,
42nd St SE
76.3' LT
Sta. 11+65,
42nd St SE
58.0' LT
Sta. 13+93,
42nd St SE
52.1' LT
Sta. 15+89,
42nd St SE
39.0' LT
Sta. 17+86,
Light Standard (S4)
Combo Signal &
81.0' LT
Sta. 7914+92,
Use Path
Future Shared
Use Path
Future Shared
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/23/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_004.dgn12:59:47 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8671
08/22/17
140
NHU-4-002(116)149 4
US Hwy 2 & 42nd St SE
Intersection Improvements
42nd St SE Lighting
Steve McHenry,
10
11
12
7912
7913
7914
7915
7916
7917
7918
7919
9
10
11
12
13
14
15
16
17
18
19
20
1
2
5
6
7
8
9
10 11
12
13
14
15
1
2
3
42nd St SE
14th Ave SE
3. Pull Boxes are furnished and installed in Section 150.
2. Feed Point - Combo Lighting & Signal cabinet is furnished and installed in Section 150.
1. All stations and offsets are measured from US Hwy 2 unless otherwise noted.
GENERAL NOTES:
14th Ave SE
42nd St SE
9
19
20
21
227
8
6
5
18
26
16
15
14
17
Lighting Feed Point
Combo Signal &
125.4' RT
Sta. 7915+19,
14TH Ave SE
66.0' RT
Sta. 6+47,
14TH Ave SE
65.7' RT
Sta. 6+78,
14TH Ave SE
58.0' RT
Sta. 7+35,
14TH Ave SE
58.0' RT
Sta. 9+06,
14TH Ave SE
44.0' RT
Sta. 10+54,
14TH Ave SE
28.1' RT
Sta. 12+24,
A2-8
14TH Ave SE
21.6' RT
Sta. 12+33,
Existing,
A2-6
46TH St SE
Existing,
16th Ave SE
46th St SE and
Feed Point atand
To Existing A2-5
Use Path
Future Shared
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/23/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_005.dgn12:59:48 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8671
08/22/17
140
NHU-4-002(116)149 5
US Hwy 2 & 42nd St SE
Intersection Improvements
14th Ave SE Lighting
Steve McHenry,
8671
08/22/17
140
NHU-4-002(116)149 6
US Hwy 2 & 42nd St SE
Intersection Improvements
Lighting Quantities
No. Station Offset Wattage Circuit IES-Type Pole Ht. Mast Arm Note
1 7906+25 78.0' RT 133 1 3 42' 10' 1,5
2 7907+90 80.5' RT 133 1 3 42' 10' 1,5
3 7909+54 90.0' RT 133 1 3 42' 10' 1,5
4 7911+19 90.0' RT 224 1 4 42' 10' 2,5
5 7912+84 90.0' RT 224 1 4 42' 10' 2,5
6 7914+49 90.0' RT 224 1 4 42' 10' 2,5
7 7515+27 92.7' RT 224 1 4 42' 10' 2,3
8 7916+69 87.0' RT 224 3 4 42' 10' 2,3
9 7918+52 78.0' RT 133 3 3 42' 10' 1,5
10 7925+80 78.0' LT 133 3 3 42' 10' 1,5
11 7924+15 78.0' LT 133 3 3 42' 10' 1,5
12 7922+50 88.8' LT 133 3 3 42' 10' 1,5
13 7920+85 90.0' LT 224 3 4 42' 10' 2,5
14 7919+20 90.0' LT 224 3 4 42' 10' 2,5
15 7917+55 90.0' LT 224 3 4 42' 10' 2,5
16 7916+63 91.9' LT 224 3 4 42' 10' 2,3
17 7914+92 81.0' LT 224 4 4 42' 10' 2,3
18 7913+30 77.8' LT 133 4 3 42' 10' 1,5
19 7+35 58.0' LT 224 2 4 40' 6' 2,4
20 9+06 58.0' RT 224 2 4 40' 6' 2,4
21 10+54 44.0' RT 224 2 4 40' 6' 2,4
22 12+24 28.1' RT 133 2 3 40' 6' 1,4
23 17+86 39.0' LT 133 4 3 40' 6' 1,4
24 15+89 52.1' LT 133 4 3 40' 6' 1,4
25 13+93 58.0' LT 224 4 4 40' 6' 2,4
26 12+23 65.5' LT 224 4 4 40' 6 2,4
Point StationConduit Runs Cable Trench Cable Runs
Length (ft) Size Length (ft) Length (ft) Type
17 7914+92 - 81.0' LT TO NOTE 6 2" NOTE 6 446 2 - NO 4 TYPE RHW
PB 3 7915+16 - 90.2' LT TO 187 2" 187 223 1 - NO 4 TYPE THW
18 7913+30 - 77.8' LT
17 7914+92 - 81.0' LT TO NOTE 6 2" NOTE 6 342 2 - NO 4 TYPE RHW
PB 3 7915+16 - 90.2' LT TO 135 2" 135 171 1 - NO 4 TYPE THW
11+65 - 76.3' LT TO
26 12+23 - 65.5' LT
26 12+23 - 65.5' LT TO 193 402 2 - NO 4 TYPE RHW
25 13+93 - 58.0' LT 201 1 - NO 4 TYPE THW
25 13+93 - 58.0' LT TO 54 2" 224 464 2 - NO 4 TYPE RHW
24 15+89 - 52.1' LT 232 1 - NO 4 TYPE THW
24 15+89 - 52.1' LT TO 42 2" 201 418 2 - NO 4 TYPE RHW
23 17+86 - 39.0' LT 209 1 - NO 4 TYPE THW
FP-1 7915+19 - 125.4' RT TO 116 2" 116 260 2 - NO 4 TYPE RHW
6+47 - 66.0' RT TO 130 1 - NO 4 TYPE THW
6+78 - 65.7' RT TO
19 7+35 - 58.0' RT
19 7+35 - 58.0' RT TO 171 358 2 - NO 4 TYPE RHW
20 9+06 - 58.0' RT 179 1 - NO 4 TYPE THW
20 9+06 - 58.0' RT TO 137 2" 164 344 2 - NO 4 TYPE RHW
21 10+54 - 44.0' RT 172 1 - NO 4 TYPE THW
21 10+54 - 44.0' RT TO 70 2" 184 384 2 - NO 4 TYPE RHW
22 12+24 - 28.1' RT 192 1 - NO 4 TYPE THW
Note:
1 - LED Luminaire (133 Watts, 60 LEDs, 700mA driver, 3000k)
2 - LED Luminaire (224 Watts, 80 LEDs, 850mA driver, 3000k)
3 - Mounted on signal davit mast arm
4 - 3' Setback from the curb face to the center of the foundation
5 - 24' Setback from the edge of travel lane to the center of the foundation
6 - Quantity added in a previous total
Point StationConduit Runs Cable Trench Cable Runs
Length (ft) Size Length (ft) Length (ft) Type
FP-1 7915+19 - 125.4' RT TO 42 2" 42 158 2 - NO 4 TYPE RHW
PB 1 7915+10 - 85.0' RT TO 19 2" 19 79 1 - NO 4 TYPE THW
7 7915+27 - 92.7' RT
7 7915+27 - 92.7' RT TO NOTE 6 2" NOTE 6 184 2 - NO 4 TYPE RHW
PB 1 7915+10 - 85.0' RT TO 61 2" 61 92 1 - NO 4 TYPE THW
6 7914+49 - 90.0' RT
6 7914+49 - 90.0' RT TO 165 346 2 - NO 4 TYPE RHW
5 7912+84 - 90.0' RT 173 1 - NO 4 TYPE THW
5 7912+84 - 90.0' RT TO 166 348 2 - NO 4 TYPE RHW
4 7911+19 - 90.0' RT 174 1 - NO 4 TYPE THW
4 7911+19 - 90.0' RT TO 166 348 2 - NO 4 TYPE RHW
3 7909+54 - 90.0' RT 174 1 - NO 4 TYPE THW
3 7909+54 - 90.0' RT TO 165 346 2 - NO 4 TYPE RHW
2 7907+90 - 80.5' RT 173 1 - NO 4 TYPE THW
2 7907+90 - 80.5' RT TO 166 348 2 - NO 4 TYPE RHW
1 7906+25 - 78.0' RT 174 1 - NO 4 TYPE THW
FP-1 7915+19 - 125.4' RT TO 146 2" 146 352 2 - NO 4 TYPE RHW
PB 6 7916+61 - 94.1' RT TO 12 2" 12 176 1 - NO 4 TYPE THW
8 7916+69 - 87.0' RT
8 7916+69 - 87.0' RT TO NOTE 6 2" NOTE 6 438 2 - NO 4 TYPE RHW
PB 6 7916+61 - 94.1' RT TO 193 2" 193 219 1 - NO 4 TYPE THW
9 7918+52 - 78.0' RT
8 7916+69 - 87.0' RT TO NOTE 6 2" NOTE 6 472 2 - NO 4 TYPE RHW
PB 6 7916+61 - 94.1' RT TO 89 2" 89 236 1 - NO 4 TYPE THW
PB 5 7916+98 - 14.2' RT TO 103 2" 103
PB 4 7916+72 - 85.0' LT TO 12 2" 12
16 7916+63 - 91.9' LT
16 7916+63 - 91.9' LT TO NOTE 6 2" NOTE 6 216 2 - NO 4 TYPE RHW
PB 4 7916+72 - 85.0' LT TO 84 2" 84 108 1 - NO 4 TYPE THW
15 7917+55 - 90.0' LT
15 7917+55 - 90.0' LT TO 165 346 2 - NO 4 TYPE RHW
14 7919+20 - 90.0' LT 173 1 - NO 4 TYPE THW
14 7919+20 - 90.0' LT TO 165 346 2 - NO 4 TYPE RHW
13 7920+85 - 90.0' LT 173 1 - NO 4 TYPE THW
13 7920+85 - 90.0' LT TO 166 348 2 - NO 4 TYPE RHW
12 7922+50 - 88.8' LT 174 1 - NO 4 TYPE THW
12 7922+50 - 88.8' LT TO 166 348 2 - NO 4 TYPE RHW
11 7924+15 - 78.0' LT 174 1 - NO 4 TYPE THW
11 7924+15 - 78.0' LT TO 165 346 2 - NO 4 TYPE RHW
10 7925+80 - 78.0' LT 173 1 - NO 4 TYPE THW
FP-1 7915+19 - 125.4' RT TO NOTE 6 NOTE 6 600 2 - NO 4 TYPE RHW
PB 1 7915+10 - 85.0' RT TO 112 2" 112 300 1 - NO 4 TYPE THW
PB 2 7914+59 - 14.2' LT TO 96 2" 96
PB 3 7915+16 - 90.2' LT TO 26 2" 26
17 7914+92 - 81.0' LT
Steve McHenry,
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/23/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_006_DLITDE.dgn12:59:49 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
16 1514 13 12 10
19 20 21 22
89
1 2 3 4 5 6
23 24 25 2617
18 11PB2
PB3
7
PB1
X
Legend
PBX
PB4
PB5PB6
Sta. 7915+19, 125.4' Rt
120/240 Single Phase
Combination Lighting and Signal Feed Point Type IV
Pull Box with number identifier
Concrete Foundation with Lighting Unit identifier
Conductor Phase or Ground Connection
Conductor Ground
Conductor Phase 2
Conductor Phase 1
LED Luminaire
LED Luminaire (150 Watts)
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/29/2017 epeterson I:\Projects\09000\9096\4002149.116\Design\Plan\140LT_007_DLITDE.dgn4:20:36 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8671
08/29/17
140
NHU-4-002(116)149 7
US Hwy 2 & 42nd St SE
Intersection Improvements
Lighting Quantities and Wiring Diagram
Steve McHenry,
Quantities
HIG
HW
AY LIG
HTIN
G
CO
NC
RE
TE F
OU
ND
ATIO
N-
CA
BLE T
RE
NC
H-T
YP
E II
2IN DIA
ME
TE
R RIGID C
ON
DUIT
TY
PE R
HW
UN
DE
RG
RO
UN
D C
ON
DU
CT
OR N
O4-
TY
PE T
HW
UN
DE
RG
RO
UN
D C
ON
DU
CT
OR N
O4-
BR
EA
KA
WA
Y
LT S
TD 6
FT M
A 4
0F
T M
T H
T
BR
EA
KA
WA
Y
LT S
TD 1
0F
T M
A 4
2F
T M
T H
T
LE
D L
UMIN
AIR
E
LE
D L
UMIN
AIR
E (150 W
AT
TS)
EA LF LF LF LF EA EA EA EA
US HWY 2 - PRIMARY REGIONAL 13 2650 995 5890 2945 13 10 7
URBAN ROADS 9 1575 741 3418 1709 8 1 5 4
TOTAL 22 4225 1736 9308 4654 8 14 15 11
Match Line B
Matc
h Line C
Match Line D
Matc
h Line A
Es
mt Line E
xst
R/W Line Exst
VC-3
VC-2
VC-1
VC-4
scale in feet
0 20 40 60
7914 7915 7916 7917 7918
10
11
56
(55 mph)
(55 mph)
14th A
ve S
E
(25 m
ph)
US Hwy 2
US Hwy 2
123
45
6
7
8
9
10
11
12
13 14
15
16
17
18
19
20
P2
21
24
23
(center of feed point)
125.40' RT
Sta 7915+18.54
Feed Point
(center of cabinet)
113.95' RT
Sta 7915+15.82
Controller Cabinet
22
Type C - 51' MA
Install combo sig & light std - S9
87.00' RT
Sta 7916+69.47
Type VI
Install sig std - S10
102.21' RT
Sta 7916+52.16
Type VI
Install sig std - S5
99.97' LT
Sta 7915+34.65
1 - Video Camera
Type C - 65' MA
Install combo sig & light std - S6
91.88' LT
Sta 7916+63.00
1 - Video Camera
Type C - 65' MA
Install combo sig & light std - S1
92.70' RT
Sta 7915+27.00
Future ped btn post #1
17.64' LT
Sta 7914+91.28
Type VI
Install sig std - S7
79.11' LT
Sta 7916+80.65
P1
1 - Video Camera
Type C - 15' MA
(no luminaire)
Install combo sig & light std - S3
18.00' LT
Sta 7914+63.43
1 - Video Camera
Type C - 14' MA
(no luminaire)
Install combo sig & light std - S8
17.00' RT
Sta 7916+93.47
42nd St S
E
(30 m
ph)
(Future)
(Future)
Type C - 45' MA
Future ped btn #2
Install combo sig & light std - S4
81.00' LT
Sta 7914+92.32
Type VI
Future ped btn #3
Install sig std - S2
79.31' RT
Sta 7914+92.41
1
Phase Diagram
Legend
from the US Hwy 2 (SCL2CL) alignment
All stations and offsets are referenced 1.
Notes:
Video Detection Camera
Signal Head
Luminaire
25
7
4
16
3
8
Use P
ath
Future S
hare
d
Use P
ath
Future S
hare
d
P1
Vehicle Signal Head Number
Pedestrian Head Number
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_001_LSGNL.dgn2:16:11 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5870
08/21/17
150
NHU-4-002(116)149 1
US Hwy 2 & 42nd St SE
Traffic Signal Layout
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
Matc
h Line A
Match Line B
Matc
h Line C
Match Line D
Es
mt Line E
xst
R/W Line Exst
Pull Box 2
14.15' LT
Sta 7914+58.87
Pull Box 1
85.00' RT
Sta 7915+09.82
Pull Box 6
94.09' RT
Sta 7916+60.84
Pull Box 5
14.19' RT
Sta 7916+98.36
Pull Box 4
85.00' LT
Sta 7916+71.83
Pull Box 3
90.21' LT
Sta 7915+15.99
wire to be installed by others
direct buried source of power
Controller Cabinet
Feed Point
scale in feet
0 20 40 60
7914 7915 7916 7917 7918
10
11
56
Access Control
(55 mph)
(55 mph)
14th A
ve S
E
(25 m
ph)
US Hwy 2
US Hwy 2
7
1
2
3
10
1112
20
21
22
8
9
13
14
18
19
15
24
642nd St S
E
(30 m
ph)
23
1
Legend
Pull Box
Phase Diagram
6 1
4
7
25
8
3
from the US Hwy 2 (SCL2CL) alignment
All stations and offsets are referenced 1.
Notes:
(see Sheet 12 for more information)
Conduit Run Number
Use P
ath
Future S
hare
d
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_002_LSGNL.dgn2:16:13 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5870
08/21/17
150
NHU-4-002(116)149 2
US Hwy 2 & 42nd St SE
Intersection Improvements
Conduit/Conductor Layout
Traffic Signal System
Nicholas J. Erpelding,
Matc
h Line C
Match Line D
Matc
h Line A
Match Line B
Video Detection Zone
Video Detection Camera
RW Line Exst
Es
mt Line E
xst
Es
mt Line E
xst
R/W Line Exst
VC-3
VC-2
VC-1
VC-4
scale in feet
0 20 40 60
7913 7914 7915 7916 7917 7918 7919
10
11
12
56
7
(55 mph)
(55 mph)
14th A
ve S
E
(25 m
ph)
D4-5
D4-4
US Hwy 2
US Hwy 2
D8-4
D8-5
D2-3
D6-3
D2-1
42nd St S
E
(30 m
ph)
D6-2
D1-1
D4-3
D7-1
D2-2
D5-1
D8-3
D3-1
Legend
Phase Diagram
6 1
4
7
25
8
3
42nd St S
E
(30 m
ph) from the US Hwy 2 (SCL2CL) alignment
All stations and offsets are referenced 1.
Notes:
Use P
ath
Future S
hare
d
Use P
ath
Future S
hare
d
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_003_LSGNL.dgn2:16:14 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5870
08/21/17
150
NHU-4-002(116)149 3
US Hwy 2 & 42nd St SE
Traffic Signal Video Detection Layout
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
ZoneCamera
VideoPhase Size (ft) Type
Detection Zone
from Stop Bar to
Approximate Distance
D1-1 VC-1 1 1-6x50 Presence 5'
D2-1 VC-3 2 1-6x20 Passage 100'
D2-2 VC-3 2 1-6x20 Calling 5'
D2-3 VC-3 2 1-6x50 Calling / Queue 5'
D3-1 VC-4 3 1-6x50 Presence 5'
D4-1, D4-2 VC-2 4 1-6x20 Passage 475'
D4-3 VC-2 4 1-6x20 Calling 5'
D4-4, D4-5 VC-2 4 1-6x50 Calling / Queue 5'
D5-1 VC-3 5 1-6x50 Presence 5'
D6-1 VC-1 6 1-6x20 Passage 140'
D6-2 VC-1 6 1-6x20 Calling 5'
D6-3 VC-1 6 1-6x50 Calling / Queue 5'
D7-1 VC-2 7 1-6x50 Presence 5'
D8-1, D8-2 VC-4 8 1-6x20 Passage 475'
D8-3 VC-4 8 1-6x20 Calling 5'
D8-4, D8-5 VC-4 8 1-6x50 Calling / Queue 5'
Video Detection Zone
Control Access Line
Es
mt Line E
xst
Es
mt Line E
xst
scale in feet
0 20 40 60
7909 7910 7911 7912 7913
(55 mph)
(55 mph)
5
43
and structural splice box
flashing beacon heads
0.5' RT
Sta 7909+27.97
US Hwy 2
US Hwy 2
D8-1
D8-2
and structural splice box
flashing beacon heads
78.2' RT
Sta 7909+27.97
flasher and switch box
with flasher cabinet,
pipe stand feed point
85.5' RT
Sta 7909+29.04
Legend
Phase Diagram
6 1
4
7
25
8
3
Matc
h Line A
1
from the US Hwy 2 (SCL2CL) alignment
All stations and offsets are referenced 1.
Notes:
(see Sheet 12 for more information)
Conduit Run Number
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_004_LSGNL.dgn2:16:15 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5870
08/21/17
150
NHU-4-002(116)149 4
US Hwy 2 & 42nd St SE
Traffic Signal Video Detection Layout
Intersection Improvements
Traffic Signal System
and Advance Warning Flasher System
Nicholas J. Erpelding,
Video Detection Zone
Control Access Line
scale in feet
0 20 40 60
7919 7920 7921 7922 7923
(55 mph)
(55 mph) D4-2
D4-117
1615
and structural splice box
flashing beacon heads
6.1' LT
Sta 7922+30.03
US Hwy 2
US Hwy 2
flasher and switch box
with flasher cabinet,
pipe stand feed point
85.5' LT
Sta 7922+28.96
and structural splice box
flashing beacon heads
77.7' LT
Sta 7922+30.03
Legend
Phase Diagram
6 1
4
7
25
8
3
Matc
h Line C
1
from the US Hwy 2 (SCL2CL) alignment
All stations and offsets are referenced 1.
Notes:
(see Sheet 12 for more information)
Conduit Run Number
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_005_LSGNL.dgn2:16:16 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5870
08/21/17
150
NHU-4-002(116)149 5
US Hwy 2 & 42nd St SE
Traffic Signal Video Detection Layout
Intersection Improvements
Traffic Signal System
and Advance Warning Flasher System
Nicholas J. Erpelding,
RW Line Exst
RW Line E
xst
12
13
14
42nd St S
E
(30 m
ph)
D6-1
Video Detection Zone
R/W Line Exst
Feed Point
scale in feet
0 20 40 60
78
9
14th A
ve S
E
(25 m
ph)
(center of feed point)
125.40' RT
Sta 7915+18.54
Feed Point
D2-1
Legend
Phase Diagram
6 1
4
7
25
8
3
Match Line B
Match Line D
from the US Hwy 2 (SCL2CL) alignment
All stations and offsets are referenced 1.
Notes:
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_006_LSGNL.dgn2:16:17 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5870
08/21/17
150
NHU-4-002(116)149 6
US Hwy 2 & 42nd St SE
Traffic Signal Video Detection Layout
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
12' 8'
65'
1 2
3
6'
10'
10'12'
Not to Scale
39'
5'
42'
US Hwy 2
45'
Signal Indication 3 at 180°
Signal Indication
Mast Arm-Mounted
Signal Indication
Mast Arm-Mounted
Mast Arm at 0°
Sign 1
Sign 4
Left Median Thru
19.0'Min
21.0'Max
Sign 4
20.0'Min
22.0'Max
10.3'Min
Elevation 1599.06
S1: ` Top of Foundation
Departure Roadway (14th Ave SE)
24
23
10.9'Min
Elevation 1598.84
S10: ` Top of Foundation
12'12' 12'
HatchedThruRight
Transformer Base
Video Detection Camera
X
Traffic Signal Head
PX
Head Number
Vehicle Signal
Pedestrian Head Number
Pedestrian Signal Head
Detection Unit
Emergency Vehicle
Signal Indication 24 at 90°
10.0'Min
Signal Indication 23 at 270°
Southbound 42nd St SE
(S1 & S10)
Phases 1 & 6
Approach Roadway (42nd St SE)
12'12'12'12'
Left Hatched Thru RightMedian
10'
Thru
varies
varies
Luminaire extension at 10°
Wi-Fi Antenna
5'
Indication Orientation Detail
Pole-Mounted Signal
5. See section 110 for sign details.
mast arm handhole.
4. Support brackets for pole mounted signal heads shall not restrict access to
the contractor to provide a functional system.
3. The final location of the video detection camera shall be determined by
2. Furnish and install LED luminaire. See section 140 for details.
1. Luminaire extension shall be 42' mounting height and 10' mast arm.
Notes:
Legend
5870
08/21/17
150
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_007_DSIGDET.dgn2:16:18 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 7
Traffic Signal System
US Hwy 2 & 42nd St SE
Intersection Improvements
Signal Standard & Head Locations
Nicholas J. Erpelding,
15' 12'
45'
6
10
6'
12'
27'
12'
42'
7
8 9
12'12'4'
10'
40'
Not to Scale
Signal Indication 10 at 180°Signal Indication
Mast Arm-Mounted
Signal Indication
Mast Arm-Mounted
Signal Indication
Mast Arm-Mounted
Mast Arm at 0°
Mast Arm at 0°
Signal Indication 4 at 270°
Transformer Base
Video Detection Camera
X
Traffic Signal Head
PX
Head Number
Vehicle Signal
Pedestrian Head Number
Pedestrian Signal Head
Detection Unit
Emergency Vehicle
33'
6'
42nd St SE
14th Ave SE
2'2' 4'
48'
19.0'Min
21.0'Max
Signal Indication 7 at 90°
LeftC&G
C&GShld
Shld Thru Thru
Median
Sign 2Sign 4Traffic
Oncoming
Facing
Sign 4
Ped Btn #1
Future
20.0'Min
22.0'Max
Ped Btn #2
Future
20.0'Min
22.0'Max
10.3'Min
10.0'Min
Elevation 1600.00
S3: ` Top of Foundation
Elevation 1599.57
S4: ` Top of Foundation
8.5'Min
Westbound US Hwy 2
(S2, S3, & S4)
Phases 4 & 7
5
4
Ped Btn #3
Future
10.3'Min
10.0'Min
8.5'Min
4'
Shld
12'
P2
Future
P1
Future
12'12'12' 12'24'
Left Hatched Thru Thru Right
48'
Thru / Median
Thru / Hatched
Elevation 1599.50
S2: ` Top of Foundation
Signal Indication 5 at 90°
(US Hwy 2)
Approach Roadway
(US Hwy 2)
Departure Roadway
Right
Luminaire extension at 10°
(no luminaire)
Luminaire extension at 270°
Video camera
5870
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150
STATE PROJECT NO.
ND
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NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_008_DSIGDET.dgn2:16:19 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 8
US Hwy 2 & 42nd St SE
Signal Standard & Head Locations
Intersection Improvements
Traffic Signal System
Indication Orientation Detail
Pole-Mounted Signal
Legend
5. See section 110 for sign details.
mast arm handhole.
4. Support brackets for pole mounted signal heads shall not restrict access to
the contractor to provide a functional system.
3. The final location of the video detection camera shall be determined by
140 for details.
2. Furnish and install LED luminaire on combo sig/lt std S4. See section
S3 shall be 40' mounting height and 10' mast arm.
height and 10' mast arm. Luminaire extension on combo sig/lt std
1. Luminaire extension on combo sig/lt std S4 shall be 42' mounting
Notes:Nicholas J. Erpelding,
15
10'
42'
8' 8'
65'
13 14
6'
10'12' 13'
Not to Scale
39'
US Hwy 2
Signal Indication 15 at 180°
Signal Indication 12 at 90°
Signal Indication 11 at 270°
Mast Arm at 0°
Signal Indication
Mast Arm-Mounted
Signal Indication
Mast Arm-Mounted
5'
4' 45'
Transformer Base
Video Detection Camera
X
Traffic Signal Head
PX
Head Number
Vehicle Signal
Pedestrian Head Number
Pedestrian Signal Head
Detection Unit
Emergency Vehicle
Left Median Thru
19.0'Min
21.0'Max
Sign 1
Sign 4
Future
20.0'Min
22.0'Max
10.2'Min
Elevation 1599.73
S6: ` Top of Foundation
12
11
10.0'Min
Northbound 14th Ave SE
(S5 & S6)
Phase 2 & 5
12'
Hatched
12'
ThruRight
12'
12'12'12'12'
Left Hatched Thru RightMedian
10'13'
Thru Approach Roadway (14th Ave SE)
Elevation 1599.38
S5: ` Top of Foundation
Departure Roadway (42nd St SE)
Luminaire extension at 10°
5870
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150
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ND
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SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_009_DSIGDET.dgn2:19:19 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 9
US Hwy 2 & 42nd St SE
Signal Standard & Head Locations
Intersection Improvements
Traffic Signal System
Indication Orientation Detail
Pole-Mounted Signal
5. See section 110 for sign details.
mast arm handhole.
4. Support brackets for pole mounted signal heads shall not restrict access to
the contractor to provide a functional system.
3. The final location of the video detection camera shall be determined by
2. Furnish and install LED luminaire. See section 140 for details.
1. Luminaire extension shall be 42' mounting height and 10' mast arm.
Notes:
Legend
Nicholas J. Erpelding,
14' 12'
51'
18
22
6'
12'
33'
42'
19
20 21
12'12'
10'
40'
Not to Scale
Signal Indication 22 at 180°Signal Indication
Mast Arm-Mounted
Signal Indication
Mast Arm-Mounted
Signal Indication
Mast Arm-Mounted
Mast Arm at 0°
Mast Arm at 0°Signal Indication 16 at 270°
Signal Indication 19 at 90°
Signal Indication 17 at 90°
39'
5'
42nd St SE
14th Ave SE
Left
4'
Shld
2'
C&G 12'
2'
C&G Shld
4'
Thru Thru
Transformer Base
Video Detection Camera
X
Traffic Signal Head
PX
Head Number
Vehicle Signal
Pedestrian Head Number
Pedestrian Signal Head
Detection Unit
Emergency Vehicle
19.0'Min
21.0'Max
20.0'Min
22.0'Max
Sign 3Sign 4
Traffic
Oncoming
Facing
Sign 4
20.0'Min
22.0'Max
11.8'Min
10.0'Min
Elevation 1601.08
S8: ` Top of FoundationElevation 1598.76
S9: ` Top of Foundation
(S7, S8, & S9)
Eastbound US Hwy 2
Phases 3 & 8
17
16
10.0'Min
11.2'Min
Elevation 1599.09
S7: ` Top of Foundation
48'
HatchedThru
4'
Shld
12'
12'12'12' 12'24'
Left Hatched Thru Thru Right
48'
Thru / Median (US Hwy 2)
Approach Roadway
(US Hwy 2)
Departure RoadwayRight
Luminaire extension at 10°
(no luminaire)
Luminaire extension at 270°
Video camera
5870
08/21/17
150
STATE PROJECT NO.
ND
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SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_010_DSIGDET.dgn2:16:22 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149
US Hwy 2 & 42nd St SE
Signal Standard & Head Locations
Intersection Improvements
Traffic Signal System
10Indication Orientation Detail
Pole-Mounted Signal
Legend
5. See section 110 for sign details.
mast arm handhole.
4. Support brackets for pole mounted signal heads shall not restrict access to
the contractor to provide a functional system.
3. The final location of the video detection camera shall be determined by
section 140 for details.
2. Furnish and install LED luminaire on combo sig/lt std S9. See
S8 shall be 42' mounting height and 10' mast arm.
height and 10' mast arm. Luminaire extension on combo sig/lt std
1. Luminaire extension on combo sig/lt std S9 shall be 40' mounting
Notes:Nicholas J. Erpelding,
6691
08/21/17
150
NHU-4-002(116)149
US Hwy 2 & 42nd St SE
Intersection Improvements
Traffic Signal System
11
Signal Standard Foundation Table
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_011_DSIGDET.dgn2:16:23 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
Ryan A. Rykowsky,
Signal Standard Foundation Table
Footing Depth Footing Depth Footing Depth
Description "D" "D" "D"
24" & 30" Diameters 36" & 42" Diameters 42" Diameter
(FT) (FT) (FT)
Type VI Signal Std.
S2 4 3
S5 4 3
S7 4 3
S10 4 3
Combination Signal & Light Std.
S1 - Single 65' MA 20
S3 - Single 15' MA 12,12 12,12
S4 - Single 45' MA 17,16 16,16
S6 - Single 65' MA 20
S8 - Single 14' MA 12,12 12,12
S9 - Single 51' MA 18,17 17,17
5870
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of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149
US Hwy 2 & 42nd St SE
Conduit Schedule
Intersection Improvements
Traffic Signal System
12
Nicholas J. Erpelding,
Cable Code
A = Emergency Vehicle Indicator Lamp
B = Emergency Vehicle Detector Cable
C = Signal Control Cable
D = Video Detection Cable
E = Power Cable
F = Other Cable
Conduit Conduit Run Cable Run Conduit Conduit Run Cable Run
Run Location Length Size Length Code QTY Type Run Location Length Size Length Code QTY Type
90 A 2 No. 12 AWG 3 Conductor Cable Pull Box 4 110 A 1 No. 12 AWG 3 Conductor Cable
90 B 2 Emergency Detector Cable 13 to 15 3" 110 B 1 Emergency Detector Cable
Controller 225 C 5 No. 12 AWG 12 Conductor Cable Signal S6 110 C 1 No. 12 AWG 12 Conductor Cable
1 to 30 4" 45 C 1 No. 12 AWG 5 Conductor Cable 110 D 1 Video Detector Cable
Pull Box 1 135 C 3 Push Button Pull Box 4
45 C 1 Mult 3 No 6 USE 14 to 15 3" 35 C 1 No. 12 AWG 12 Conductor Cable
90 D 2 Video Detector Cable Signal S7
45 F 1 Antenna Cable Pull Box 4
Pull Box 1 120 A 1 No. 12 AWG 3 Conductor Cable 15 to 560 2" 580 C 1 Mult 3 No 6 USE
2 to 25 3" 120 B 1 Emergency Detector Cable Flasher Cabinet
Signal S1 120 C 1 No. 12 AWG 12 Conductor Cable Flasher Cabinet 15 1"
120 D 1 Video Detector Cable 16 to 10 2" 100 C 2 No. 12 AWG 5 Conductor Cable
120 F 1 Antenna Cable Flasher
Pull Box 1 Flasher 15 1"
3 to 585 2" 605 C 1 Mult 3 No 6 USE 17 to 75 2" 120 C 1 No. 12 AWG 5 Conductor Cable
Flasher Cabinet 0 Flasher
Flasher Cabinet 15 1" 115 A 1 No. 12 AWG 3 Conductor Cable
4 to 10 2" 100 C 2 No. 12 AWG 5 Conductor Cable Pull Box 5 115 B 1 Emergency Detector Cable
Flasher 18 to 105 4" 225 C 2 No. 12 AWG 12 Conductor Cable
Flasher 15 1" Pull Box 4 115 C 1 Mult 3 No 6 USE
5 to 80 2" 125 C 1 No. 12 AWG 5 Conductor Cable 115 D 1 Video Detector Cable
Flasher Pull Box 5 55 C 1 No. 12 AWG 12 Conductor Cable
Pull Box 1 45 C 1 No. 12 AWG 12 Conductor Cable 19 to 10 3" 65 D 1 Video Detector Cable
6 to 25 3" 45 C 1 No. 12 AWG 5 Conductor Cable Signal S8
Signal S2 40 C 1 Push Button 100 A 1 No. 12 AWG 3 Conductor Cable
125 A 1 No. 12 AWG 3 Conductor Cable Pull Box 6 100 B 1 Emergency Detector Cable
Pull Box 1 125 B 1 Emergency Detector Cable 20 to 90 4" 290 C 3 No. 12 AWG 12 Conductor Cable
7 to 115 4" 365 C 3 No. 12 AWG 12 Conductor Cable Pull Box 5 100 C 1 Mult 3 No 6 USE
Pull Box 2 245 C 2 Push Button 195 D 2 Video Detector Cable
125 D 1 Video Detector Cable Pull Box 6 95 A 1 No. 12 AWG 3 Conductor Cable
Pull Box 2 55 C 1 No. 12 AWG 12 Conductor Cable 21 to 15 3" 95 B 1 Emergency Detector Cable
8 to 10 4" 65 D 1 Video Detector Cable Signal S9 95 C 1 No. 12 AWG 12 Conductor Cable
Signal S3 Pull Box 6
Pull Box 2 22 to 15 3" 35 A 1 No. 12 AWG 12 Conductor Cable
9 to 40 2" 55 C 1 Push Button Signal S10
Pedestrian Push Btn. 1 330 A 2 No. 12 AWG 3 Conductor Cable
Pull Box 2 110 A 1 No. 12 AWG 3 Conductor Cable Controller 330 B 2 Emergency Detector Cable
10 to 100 4" 110 B 1 Emergency Detector Cable 23 to 150 4" 825 C 5 No. 12 AWG 12 Conductor Cable
Pull Box 3 215 C 2 No. 12 AWG 12 Conductor Cable Pull Box 6 165 C 1 Mult 3 No 6 USE
110 C 1 Push Button 330 D 2 Video Detector Cable
Pull Box 3 105 A 1 No. 12 AWG 3 Conductor Cable Controller
11 to 30 3" 105 B 1 Emergency Detector Cable 24 to 10 2" 20 E 1 Mult 3 No 6 USE
Signal S4 105 C 1 No. 12 AWG 12 Conductor Cable Feed Point
45 C 1 Push Button
Pull Box 3
12 to 25 3" 45 C 1 No. 12 AWG 12 Conductor Cable
Signal S5
5870
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8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_013_DSIGDET_PHASES.dgn2:16:25 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 13
US Hwy 2 & 42nd St SE
Intersection Improvements
Signal Controller Phasing
Traffic Signal System
Overlap H
Overlap E
Overlap GOverlap F
Nicholas J. Erpelding,
Chart C
Special Overlaps
(Flashing Yellow Left Turn Arrows)
OverlapPhase
Protected
Phase
Permissive
E 1 2
F 3 4
G 5 6
H 7 8
Chart A
Non-Conflicting Phases
On PhaseNon-Conflicting Phase Allowed
to Time Concurrently
1 5 or 6
2 5 or 6
3 7 or 8
4 7 or 8
5 1 or 2
6 1 or 2
7 3 or 4
8 3 or 4
Emergency Vehicle Preemption Phasing
Direction Southbound Northbound Eastbound Westbound
Dwell Phases Phase 1,6 Phase 2,5 Phase 3,8 Phase 4,7
Dwell Overlaps - - - -
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8
Head # R/WClear to Phase
R/WClear to Phase
R/WClear to Phase
R/WClear to Phase
R/WClear to Phase
R/WClear to Phase
R/WClear to Phase
R/WClear to Phase
Head #2 3 4 5 6 7 8 3 4 5 6 7 8 1 4 5 6 7 8 1 2 5 6 7 8 1 2 3 6 7 8 1 2 3 4 7 8 1 2 3 4 5 8 1 2 3 4 5 6 1 2 3 4 5 6 7
1 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 1
2 G Y Y (A)(A)Y Y Y 2
3 G Y Y Y (A)(A)Y Y G Y Y (A)(A)Y Y Y 3
4 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 4
5 G Y Y Y (A)(A)Y Y G Y Y (A)(A)Y Y Y 5
6 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 6
7 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 7
8 G Y Y (A)(A)Y Y Y 8
9 G Y Y (A)(A)Y Y Y 9
10 G Y Y Y (A)(A)Y Y G Y Y (A)(A)Y Y Y 10
11 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 11
12 G Y Y Y (A)(A)Y Y G Y Y (A)(A)Y Y Y 12
13 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 13
14 G Y Y (A)(A)Y Y Y 14
15 G Y Y (A)(A)Y Y Y G Y Y Y (A)(A)Y Y 15
16 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 16
17 G Y Y Y (A)(A)Y Y G Y Y (A)(A)Y Y Y 17
18 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 18
19 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 19
20 G Y Y (A)(A)Y Y Y 20
21 G Y Y (A)(A)Y Y Y 21
22 G Y Y Y (A)(A)Y Y G Y Y (A)(A)Y Y Y 22
23 G Y Y Y (A)(A)Y Y (B) (C)(C)(A)(A)(C)(C)(B) 23
24 G Y Y (A)(A)Y Y Y G Y Y Y (A)(A)Y Y 24
Blank Squares denote Red Indication
(A) = When one phase is on alone a nonconflicting phase may start timing concurrently without a clearance interval (See Chart A).
(B) = Flashing yellow left turn arrow (protected/permissive mode and permissive only mode) or red turn arrow (protected only mode).
(C) = Solid yellow left turn arrow (protected/permissive mode and permissive only mode) or red turn arrow (protected only mode).
Protected Movement
Permitted Movement
Chart B
Overlaps
Overlap Included Phases
A
Eastbound approach Advance Warning
clearance for phase 8 plus phases 5, 6, and 7.
Include last 4.5 seconds of green and
Flasher shall operate via a timed overlap.
B
Westbound approach Advance Warning
Flasher shall operate via a timed overlap.
clearance for phase 4 plus phases 1, 2, and 3.
Include last 4.5 seconds of green and
R
G
Y
YR
Y
G
R
G
Y
Y
G
3
3
3
3
11, 13, 16, 18, 19, 23
Heads 1, 4, 6, 7,
(12" Lenses)
9, 14, 20, 21
Heads 2, 8,
(12" Lenses)
12, 15, 17, 22, 24
Heads 3, 5, 10,
(12" Lenses)
P1, P2
Future Heads
(16" Indication)
by others.
pedestrian heads will be installed at a later date
3 Install cable as part of this project. The
yellow reflective border on all heads.
2. Use 5" louvered black plates with Type XI
1. Use LED indications for all heads.
Note:
5870
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8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_014_DSIGDET_HEADS.dgn2:16:26 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 14
US Hwy 2 & 42nd St SE
Signal Heads & Conductor Schedule
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
Conductor Cable 1 (12 No.12 AWG) Cable 2 (12 No.12 AWG) Cable 3 (5 No.12 AWG) Cable 4 (12 No.12 AWG) Cable 5 (12 No.12 AWG)
Run Base Tracer Head Indication Head Indication Head Indication Head Indication Head Indication
1 Black 2,3 Green 5 Green P1 Walk 6 Green Left Arrow 8,9,10 Green
2 White Neutral Neutral Neutral Neutral Neutral
3 Red 2,3 Red 5 Red P1 Don't Walk 6 Red Left Arrow 8,9,10 Red
4 Green Ground Ground Ground Ground Ground
5 Orange 2,3 Yellow 5 Yellow Spare 6 Yellow Left Arrow 8,9,10 Yellow
6 Blue Spare Spare 6 Flashing Yellow Left Arrow Spare
7 White Black 1 Green Left Arrow 4 Green Left Arrow 7 Green Left Arrow Spare
8 Red Black 1 Red Left Arrow 4 Red Left Arrow 7 Red Left Arrow P2 Walk
9 Green Black 3 Green Right Arrow 5 Green Right Arrow Spare 10 Green Right Arrow
10 Orange Black 1 Yellow Left Arrow 4 Yellow Left Arrow 7 Yellow Left Arrow P2 Don't Walk
11 Blue Black 1 Flashing Yellow Left Arrow 4 Flashing Yellow Left Arrow 7 Flashing Yellow Left Arrow Spare
12 Black White 3 Yellow Right Arrow 5 Yellow Right Arrow Spare 10 Yellow Right Arrow
Conductor Cable 6 (12 No.12 AWG) Cable 7 (12 No.12 AWG) Cable 8 (12 No.12 AWG) Cable 9 (12 No.12 AWG) Cable 10 (12 No.12 AWG)
Run Base Tracer Head Indication Head Indication Head Indication Head Indication Head Indication
1 Black 12 Green 14,15 Green 17 Green 18 Green Left Arrow 20,21,22 Green
2 White Neutral Neutral Neutral Neutral Neutral
3 Red 12 Red 14,15 Red 17 Red 18 Red Left Arrow 20,21,22 Red
4 Green Ground Ground Ground Ground Ground
5 Orange 12 Yellow 14,15 Yellow 17 Yellow 18 Yellow Left Arrow 20,21,22 Yellow
6 Blue Spare Spare Spare 18 Flashing Yellow Left Arrow Spare
7 White Black 11 Green Left Arrow 13 Green Left Arrow 16 Green Left Arrow 19 Green Left Arrow Spare
8 Red Black 11 Red Left Arrow 13 Red Left Arrow 16 Red Left Arrow 19 Red Left Arrow Spare
9 Green Black 12 Green Right Arrow 15 Green Right Arrow 17 Green Right Arrow Spare 22 Green Right Arrow
10 Orange Black 11 Yellow Left Arrow 13 Yellow Left Arrow 16 Yellow Left Arrow 19 Yellow Left Arrow Spare
11 Blue Black 11 Flashing Yellow Left Arrow 13 Flashing Yellow Left Arrow 16 Flashing Yellow Left Arrow 19 Flashing Yellow Left Arrow Spare
12 Black White 12 Yellow Right Arrow 15 Yellow Right Arrow 17 Yellow Right Arrow Spare 22 Yellow Right Arrow
Conductor Cable 11 (12 No.12 AWG)
Run Base Tracer Head Indication
1 Black 24 Green
2 White Neutral
3 Red 24 Red
4 Green Ground
5 Orange 24 Yellow
6 Blue Spare
7 White Black 23 Green Left Arrow
8 Red Black 23 Red Left Arrow
9 Green Black 24 Green Right Arrow
10 Orange Black 23 Yellow Left Arrow
11 Blue Black 23 Flashing Yellow Left Arrow
12 Black White 24 Yellow Right Arrow
5870
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of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 15
US Hwy 2 & 42nd St SE
Signal Timing Settings
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
TOD Operation:
Day Plan Days In Effect EventPlan
Action
Time
StartLeft-Turn FYA Operation
EBL (Phase 3)
US Hwy 2
WBL (Phase 7)
US Hwy 2
NBL (Phase 5)
14th Ave SE
SBL (Phase 1)
42nd St SE
Day Plan 1 (Monday - Friday)
1 52 000 Permissive-Only Permissive-Only Permissive-Only Permissive-Only
2 56 600 Protected-Permissive Protected-Permissive Permissive-Only Permissive-Only
3 52 1900 Permissive-Only Permissive-Only Permissive-Only Permissive-Only
Day Plan 2 (Saturday - Sunday)
1 52 000 Permissive-Only Permissive-Only Permissive-Only Permissive-Only
2 56 900 Protected-Permissive Protected-Permissive Permissive-Only Permissive-Only
3 52 1700 Permissive-Only Permissive-Only Permissive-Only Permissive-Only
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8
SBL NB EBL WB NBL SB WBL EB
BASIC INTERVALS (OR FUNCTIONS)
Minimum Initial 5 10 5 15 5 10 5 15
Vehicle Extension 1.5 2.5 1.5 4.0 1.5 2.5 1.5 4.0
Maximum Green (Max 1) 30 50 40 60 40 40 30 60
Yellow Change 3.5 3.5 3.5 5.0 3.5 3.5 3.5 5.0
Red Clearance 3.0 3.0 3.0 1.5 3.0 3.0 3.0 1.5
Walk - - - - - - - -
Pedestrian Clearance - - - - - - - -
VOLUME DENSITY TIMING FUNCTIONS
VARIABLE INITIAL TIMING OPTIONS
Actuations Before Added Initial - - - 0 - - - 0
Added Initial per Actuation - - - 0.0 - - - 0.0
Maximum Initial - - - 0.0 - - - 0.0
GAP REDUCTION OPTIONS
Time Before Reduction - - - 20 - - - 20
Time to Reduce to Minimum Gap - - - 20 - - - 20
Minimum Gap - - - 2.5 - - - 2.5
OTHER CONTROLLER FUNCTIONS
Locking Memory - - - - - - - -
Non-Locking Memory x x x x x x x x
Phase recall - - - x - - - x
Red Revert 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Backup Prevent Phases - - - - - - - -
No Serve Phases - - - - - - - -
Flashing-Normal & Conflict Monitor R R Y Y R R Y Y
Notes:
1. All left turn phases may operate as leading or lagging phases.
2. All left turn phases may operate in protected, protected/permissive,
or permissive mode.
3. Calling detectors shall place one call into the controller on the
yellow or red interval. Calling detectors shall be disconnected
during the green interval.
Y Y
24" minimum24" minimum
Sign supportsSign supports
flasher cabinet
2" conduit to flashing beacon
2" conduit to
Back View
Ground line
48" 48"
36"
12"
beacon head
12" yellow LED
back plate
5" louvered
2" steel pipe
Standard tee fitting
90° elbow 90° elbow
18"
Ground line
7' vertical clearance
Front View
the steel pipe to the stringer.
Note: Conduit straps as required to securely attach
12"
15"
28"15"
15"
12"12"
12" 12"
28"
20.44"
15"
1.5"
1.5"
driving lane
Edge of
22'
2" steel pipe
TOP VIEW
Sign 2" steel pipe
2" stringer
Sign supports
flashing beacon
2" conduit to
Structural splice box
flasher cabinet
2" conduit to
Structural splice box
Left heads and right heads on each approach shall flash together.
Note: Heads mounted to same sign shall flash alternately.
supports with pipe straps
be fastened to sign
1" diameter conduit to
supports with pipe straps
be fastened to sign
1" diameter conduit to
Sta 7922+30.03 - 77.7' LT
Sta 7922+30.03 - 6.1' LT
Sta 7909+27.97 - 78.2' RT
Sta 7909+27.97 - 0.5' RT
Flashing Beacon Detail
5870
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Nicholas J. Erpelding,
STATE PROJECT NO.
ND
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NO.
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of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
US Hwy 2 & 42nd St SE
NHU-4-002(116)149
Flashing Beacon Detail
Intersection Improvements
Traffic Signal System
08/21/17
Front View Side View
Drawing not to scale
Pipe Stand Feed Point Detail
Sta 7909+29.04 - 85.5' RT
Sta 7922+28.96 - 85.5' LT
3'
1'
4'
6"
4'
6"
6"
2'
3'
6" min
3'
4'
6"
4'
Flasher cabinet
Switch Box
2" Perforated tube
2" conduit
Concrete foundation
12" Conduit, ground
wire, and ground rod
To flashing beacons
From traffic signal
controller cabinet
Concrete foundation
Switch box
Flasher cabinet
2" Perforated tube
2" conduit
5870
150 17
Nicholas J. Erpelding,
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
US Hwy 2 & 42nd St SE
NHU-4-002(116)149
Pipe Stand Feed Detail
Intersection Improvements
Traffic Signal System
08/21/17
5870
08/21/17
150
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_018_DSIGDET.dgn2:16:29 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 18
US Hwy 2 & 42nd St SE
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
Wi-Fi Panel Detail
5870
08/21/17
150
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
8/21/2017 elaidley I:\Projects\09000\9096\4002149.116\Design\Plan\150SL_019_DSIGDET_QUANTITIES.dgn2:16:34 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NHU-4-002(116)149 19
US Hwy 2 & 42nd St SE
Estimated Traffic Signal Quantities
Intersection Improvements
Traffic Signal System
Nicholas J. Erpelding,
SPEC CODE ITEM DESCRIPTION UNIT TOTAL
770 0445 MULTIPLE UNDERGROUND CABLE 3NO6 STYLE USE LF 1630
772 0020 CONCRETE FOUNDATION-TRAFFIC SIGNALS EA 10
772 0100 PULL BOX EA 6
772 0200 1IN DIAMETER RIGID CONDUIT LF 60
772 0240 2IN DIAMETER RIGID CONDUIT LF 1370
772 0270 3IN DIAMETER RIGID CONDUIT LF 175
772 0290 4IN DIAMETER RIGID CONDUIT LF 600
772 0375 EMERGENCY VEHICLE DETECTOR CABLE LF 1300
772 0400 NO12 AWG 2 CONDUCTOR CABLE LF 630
772 0401 NO12 AWG 3 CONDUCTOR CABLE LF 1300
772 0403 NO12 AWG 5 CONDUCTOR CABLE LF 535
772 0410 NO12 AWG 12 CONDUCTOR CABLE LF 2845
772 0551 FEED POINT-COMBO LIGHTING & SIGNAL-PAD MOUNT EA 1
772 0700 TYPE VI SIGNAL STANDARD EA 4
772 0842 COMBO 14FT MA SIG & LIGHT STD-TYPE C EA 1
772 0852 COMBO 15FT MA SIG & LT STD-TYPE C EA 1
772 1152 COMBO 45FT MA SIG & LT STD-TYPE C EA 1
722 1222 COMBO 51FT MA SIG & LT STD-TYPE C EA 1
772 COMBO 65FT MA SIG & LT STD-TYPE C EA 2
772 1812 1-WAY 3 SEC HEAD W/12IN LENS-MA MTD EA 6
772 1820 1-WAY 4 SEC HEAD W/12IN LENS-POST MTD EA 6
772 1822 1-WAY 4 SEC HEAD W/12IN LENS-MA MTD EA 4
772 1830 1-WAY 5 SEC HEAD W/12IN LENS-POST MTD EA 8
772 2160 FLASHING BEACON EA 4
772 2260 VIDEO DETECTION CABLE LF 1215
772 2265 VIDEO DETECTION SYSTEM EA 1
772 2350 CONTROLLER TYPE 1 EA 1
772 2556 BATTERY BACKUP SYSTEM EA 1
772 2610 EMERGENCY VEHICLE PREEMPTION UNIT EA 4
772 2700 TYPE A CONTROLLER & CABINET EA 1
772 WI-FI PANEL AND SYSTEM EA 1
772 9811 TRAFFIC SIGNAL SYSTEM - SITE 1 EA 1
"TRAFFIC SIGNAL SYSTEM - SITE 1"
the Plans. Items shall be included in the corresponding price bid for
and equipment necessary for the signal system to be fully operational as shown in
Items shown above are for informational purposes; contractor shall provide all labor
See section 140 for LED luminaires