HomeMy WebLinkAboutURB-5514(4)CONSTRUCTION DIVISION
Computer: DRCONSTRUCT24
User: dor17005
Date: 01 -MAR -2013 09:11
C
CA
a;
a)
m
a
0 0
O
O
r--�
N
a)
e U
U 0)
400
INDEX OF SHEETS
SHEET NO.
1
2-T1 - 2-T3
2-S
2 -Al - 2-A2
2-H1 - 2-H2
2-N
3-4
5
6-8
9 .
to
STANDARD PLANS
TITLE PAGE
TYPICAL CROSS SECTIONS
SUMMARY OF QUANTITIES
PHOTO MAPS
HORIZONTAL ALIGNMENT & ORIENTATION
GENERAL INFORMATION
PLAN SHEETS
INTERSECTION PLAN
RAMP PLAN
RAMP RAIL PLAN
RAMP DETAILS
301-R10 (3 SHEETS) PAVEMENT DETAILS
303-R1 (4 SHEETS) CURB RAMP
920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE
922-R8 (2 SHEETS) TRAFFIC CONTROL FOR ASPHALT SURFACING
923 TRAFFIC CONTROL --ROAD CLOSURE
924 (3 SHEETS) TYPICAL URBAN TRAFFIC CONTROL PLAN
CONVENTIONAL SIGNS
FENCE R.O.W. OR WIRE
GUARDRAIL
TRAVELED WAY
DIKE
CULVERT
POWER POLE
TELEPHONE POLE
MAILBOX
RAILROAD TRACKS
MARSH
TREE - CONIFEROUS
TREE - DECIDUOUS
I'
I
a
R.O.W. LEGEND
NEW CONTROLLED ACCESS
PREVIOUS CONTROLLED ACCESS
LIMITS OF CONSTRUCTION
PREVIOUS R.O.W.
NEW R.O.W.
EXISTING PERMANENT EASEMENT
TEMPORARY EASEMENT
EXCESS TAKING
PERMANENT EASEMENT
EXISTING RAILROAD EASEMENT
NEW RAILROAD PERMANENT EASEMENT
0 00
NEW RAILROAD TEMPORARY EASEMENT
VijilillA
MENHOEMBEHHE
STATE OF NEBRASKA
DEPARTMENT.. OF ROADS
PLANS FOR CONSTRUCTION
9TH STREET 9
BURLINGTON ELM AV
HASTINGS
ADAMS COUNTY
BEGIN PROJECT
STA. 0+58.00
STOP CONSTRUCTION
STA. 27+19.23
RESUME CONSTRUCTION
STA. 27+49.90
R 10 W R 9 W
12th St I I
I I
I I
I I I
St I I I
I I
—1 I -Otho St�__
I
9th St 1 I I
lith
7th St
HASTI\GS
REFERENCE POST NO.
EXCEPTIONS: FROM STA.
_ 6L
12 7
Ringland
rQ,
I c
a_
L
END PROJECT
STA. 50+70.60
IE
IW
L--- (1)7
C_
I -(
CD ti
r'
STOP CONSTRUCTION
STA. 38+33.60
TO REFERENCE POST NO.
TO STA.
TOTAL NET LENGTH OF PROJECT: 4,911.03 FEET 0.930 MILES
a u 0 9
Pine Knoll Rd
9th St
7th St
I
RESUME CONSTRUCTION
STA. 39+04.50
Q
r
Q
PROJECT NO.
SHEET NO.
URB -5514(4)
1
h. CONTROL NO. 42705
AL CONTROL NO.
■ CONTROL NO.
THE 2007 EDITION OF THE NEBRASKA STANDARD
SPECIFICATIONS AND THE SPECIAL PROVISIONS
APPLY TO THIS PROJECT.
THE WORK ON THIS PROJECT CONSISTS OF GROUPS
9—BITUMINOUS
I. GROUPS 9
ARE INCLUDED
IN THE LETTING OF
MAY 23, 2013
AL GROUPS
ARE INCLUDED
IN THE LETTING OF
■ GROUPS
ARE INCLUDED
IN THE LETTING OF
V yv"
°aar°n ostO
COORDINATING PROFESSI ONAL
DESIGN DESIGNATION
LOCAL ROADS AND STREETS
MUNICIPAL
TRAFFIC
YEAR: 2013 2033
ADT: 3.470 5.205
DHV: 330 500
D=_%
DESIGN NO.
N.F.C. URBAN COLLECTOR
sin
Nei"
• 11115,110111M
NO iiii
4'
10'
URB -5514(4)
CN 42705
9th Street -Burlington Ave. to Elm Ave.
Typical Cross Sections
URB -5514(4)
CN 42705
31'
10'
4'
2%
Existing Sidewalk
Varies
6%
Existing Terrace
30" Combination
Curb & Gutter
15.0'
15.0'
—.41116
Existing 4" t
2%
2" Asphalt Type SPR
6"+- Asphalt / Remove 2" Cold Milling Class 3
2%
Existing 5"± P.C.C. w/ Parabolic Crown Varies
Existing 30' Typical Section
Sta. 0+58.00 to Sta. 27+19.23
Burlington Ave. to N. Eastside Blvd.
Sta. 27+49.90 to Sta. 38+33.60
N. Eastside Blvd. to California Ave.
Sta. 39+04.50 to Sta. 43+96.50
California Ave. to N. Cedar Ave.
Sta. 44+61.50 to Sta. 50+70.60
N. Cedar Ave. to N. Elm Ave.
NOTE: "TEMPLATE CORRECTION"
100 TONS OF ADDITIONAL ASPHALTIC CONCRETE IS INCLUDED IN THE PLAN QUANTITY.
THE ENGINEER WILL DIRECT THE CONTRACTOR TO ADJUST THE PLACEMENT RATE TO
UTILIZE THE PLAN QUANTITY.
Varies
6%
Existing Terrace
30" Combination
Curb & Gutter
2%
Ow -
Existing Sidewalk
PROJECT NO.
SHEET NO.
URB -5514(4)
2-T1
C.N. 42705
A Sr"
DAVID L
WHACKER • ae
E-5090
sti
ACITY OF HASTINGS,
ENGINEERING DEPT. C
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
Description
URB -5514(4) CN 42705
TYPICAL SECTIONS
Design By
Drawn By
B.K.
Date 2/2013
Approved BY
Contractor
Dm. No.
2-T1
No. 5 x 18" Tie Bars at 48" Centers
to be drilled and grouted into existing
slab. (Minimum of 2 -Tie Bars/Repair)
6"
e'
4
A
44
4.
O
a • 44
O
4
2" Asphaltic Concrete (mill and replace)
a
4
a a .
Varies
Remove and Replace
NOTE: All Tie Bars will be Epoxy Coated
Existing Slab
Existing Asphaltic Concrete
It
= Thickness of Concrete
DETAIL OF COMBINATION CURB AND GUTTER REPAIR
Scale : None
Center Over Lane Lines When Possible
Maximum Gap Should Not Exceed 2.5
Times The Width Of The Crosswalk
Marking Material. The Spacing Should
Avoid The Vehicle Wheel Path
TYPICAL CROSSWALK MARKING DETAIL
Scale : None
PROJECT NO.
SHEET NO.
URB -5514(4)
2-T2
C.N. 42705
A
CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
URB -5514(4) CN 42705
Description
Details
Design By
Drawn By
B.K.
Date 2/2013
Approved By
Contractor
Dm. No.
2-T2
ROADWAY DESIGN DIVISION
Computer: DRDESIGN184
User: dor31120
Date: 21 -MAR -2013 13:59
C
0
D
0
0
0
0
2
ti
N'-
V-
735
hi 5
0
LZ
17PMC
LONGITUDINAL JOINT
CA0g8 SC
F -
EXISTING JOINT
LONGITUDINAL JOINT
VARIABLE LENGTH OF REPAIR SECTION
FIGURE B
SEE DETAIL "A"
DETAIL "A"
CONSTRUCT TRANSVERSE JOINT TO
MATCH JOINT IN ADJOINING LANE
E ) O E
v
_
1.
\\\\\\\\L
SEE FIGURE B
V/ %
/(//.// ////://,
/////1//;
__
...-a-..
J.
0
NOTE:
IF PAVEMENT REPAIR SHOULD EXTEND
THROUGH INTEGRAL CURB, THE NEW CURB
SHALL BE CONSTRUCTED TO THE SAME
DIMENSIONS AS THE EXISTING CURB
0
Lei
PLAIN CONCRETE PAVEMENT REPAIR
1" ±1/4' DIAMOND SAW CUT
APPROX. 4" WHEEL CUTTER SAW CUT
2" ±1/Z" INBOARD FROM DIAMOND
SAW CUT ON TRANSVERSE SIDES OF
SECTION TO BE REMOVED. (MAY NOT
BE REQUIRED AT EXISTING JOINT, IF
ADEQUATE SLOPED FACE EXISTS)
4" WHEEL CUTTER SAW CUT
TIE BARS REQUIRED, MINIMUM 2 -TIE
BARS PER SIDE.
NOTE:
CONTRACTOR MAY USE FULL DEPTH
DIAMOND SAW CUT IN PLACE OF 4"
WHEEL CUTTER SAW CUT.
(2" +IA" INBOARD FROM DIAMOND
SAW CUT)
CVS
i
PROJECT NO. SHEET NO.
5514(4) 2-T3
C.N. 42705
SAW CUT
NOT REQUIRED
EXISTING JOINT
F -
f
SEE REPAIR DETAILS (FULL DEPTH)
FOR ACTUAL REPAIR DIMENSIONS
VARIABLE LENGTH OF REPAIR SECTION
FIGURE A
LEGEND
"W" WIDTH OF PANEL
"L" LENGTH OF PANEL
"T" THICKNESS OF CONCRETE
EXISTING TRANSVERSE JOINT
CONCRETE REMOVAL (PARTIAL LANE WIDTH)
CONCRETE REMOVAL (FULL LANE WIDTH)
N\N
V/A
SEE DETAIL "A"
i
t
Np�ca
1. l041
ALL CE J.
HEYEN it
. E-7858
Jj'•, * X11: ,het
f OF NEe�
NOTE: FOR PAVEMENT REPAIR LOCATIONS, SEE SHEET 2-S
CONSTRUCTION DIVISION
Computer: DRCONSTRUCT24
User: dor17005
Date: 26 -MAR -2013 09:03
C
a
(1i
(1)
N
a
O O
LO 0O
ti ..
N
v ..
a)
ai )
- U
LL (n
SUMMARY OF QUANTITIES
BITUMINOUS SURFACING ITEMS
GROUP 9
ITEM
BARRICADE, TYPE II
BARRICADE, TYPE III
SIGN DAY
CONTRACTOR FURNISHED SIGN DAY
FLAGGING
MOBILIZATION
REMOVE PAVEMENT
SAWING PAVEMENT
REMOVE DRIVEWAY
REMOVE WALK
REMOVE COMBINATION CURB AND GUTTER
REMOVE RETAINING WALL
TIE BARS
COMBINATION CONCRETE CLASS 47B-3500 CURB AND GUTTER
CONCRETE CLASS 47B-3000 SIDEWALK 5"
DETECTABLE WARNING PANEL
CONCRETE CLASS 47B-3500 DRIVEWAY 8"
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH
8" CONCRETE PAVEMENT, CLASS 47B-3500
ADJUST INLET TO GRADE
ADJUST MANHOLE TO GRADE
CLASS 47B-3000 CONCRETE FOR RETAINING WALL
REINFORCING STEEL FOR RETAINING WALL
AREA INLET SEDIMENT FILTER
CURB INLET SEDIMENT FILTER
PEDESTRIAN RAILING
PEDESTRIAN HANDRAIL
24" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED
HYDRATED LIME FOR ASPHALT MIXTURES
ASPHALTIC CONCRETE, TYPE SPR
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS
AND INTERSECTIONS
ASPHALTIC CONCRETE FOR PATCHING, TYPE SPR
PERFORMANCE GRADED BINDER (64-34)
TACK COAT
RENTAL OF LOADER, FULLY OPERATED
RENTAL OF MOTOR GRADER, FULLY OPERATED
RENTAL OF DUMP TRUCK, FULLY OPERATED
RENTAL OF SKID LOADER, FULLY OPERATED
WATER
SUBGRADE PREPARATION
COLD MILLING, CLASS 3
RAP INCENTIVE PAYMENT
ADJUST VALVE BOX TO GRADE
QUANTITY UNITS
3,000.000
60.000
2,864.000
20.000
80.000
1.000
902.330
281.000
3.330
405.000
1,569.000
75.000
536.000
1,569.000
639.320
424.000
3.330
170.000
889.130
3.000
8.000
40.740
1,822.000
12.000
217.000
103.370
370.000
320.000
14.000
2,150.000
1,341.000
150.000
78.200
2,820.000
50..000
50.000
50.000
50.000
3.000
889.000
18,759.000
3,910.000
14.000
BDAY
BDAY
EACH
EACH
DAY
LS
SY
LF
SY
SY
LF
LF
EACH
LF
SY
SF
SY
CY
SY
EACH
EACH
CY
LB
EACH
LF
LF
LF
LF
TON
TON
SY
TON
TON
GAL
HOUR
HOUR
HOUR
HOUR
MGAL
SY
SY
EACH
EACH
Embankment / Roadway
Grading, including driveways,
to receive concrete pavement
Embankment / Roadway
Grading, including driveways,
to receive flexible pavement
COMPACTION REQUIREMENTS
Class Ill (See Specifications)
DEPTH BELOW PERCENT
SOIL TYPE FINISH SUBGRADE DENSITY
Silt -Clay Upper 3 feet 98 Min.
Silt -Clay At depths greater 95 Min.
than 3 feet
Granular All depths 100 Min.
Silt -Clay Upper 3 feet 100 Min.
Silt -Clay At depths greater 95 Min.
than 3 feet
Granular All depths 100 Min.
Embankment / Roadway All
Grading to receive gravel
surfacing I crushed rock
embedment
Embankment / Roadway All
Grading not to be surfaced
Subgrade Preparation,
Shoulder Subgrade
Preparation (Concrete
Pavement)
All depths 95 Min.
All depths 95 Min.
PROJECT NO.
SHEET NO.
URB -5514(4)
2-S
C.N. 42705
MOISTURE REQUIREMENTS
MINIMUM MAXIMUM
Opt. -3% Opt. +2%
Opt. -3% Opt. +2%
k*
Opt. -2% Opt. +1%
Opt. -3% Opt. +2%
** k*
Opt. -3% Opt. +2%
Silt -Clay
Granular
Subgrade Preparation, Silt -Clay
Shoulder Subgrade
Preparation (Flexible
Pavement)
Granular
The upper 6 inches of 98 Min.
subgrade soil
The upper 6 inches of 100 Min.
subgrade soil
The upper 6 inches of 100 Min.
subgrade soil
The upper 6 inches of 100 Min.
subgrade soil
Opt. -3% Opt. +2%
Irk
Opt. -2% Opt. +1%
Embankment of driveways All
which are not to be surfaced
Bituminous Pavement
Patching
Foundation Course /
Subgrade Stabilization
All
All depths Class I
Underlying Material 100 Min.
100 Min.
Granular Structural Fill Granular
(MSE Walls, Granular Fill for
bridges, Culverts, etc)
All depths
100 Min.
**
(See Specifications)
(See Specifications)
(See Specifications)
Opt. -3% Opt. +3%
** Moisture as necessary to obtain density.
(A moisture target value at maximum density shall be established in the field by the Contractor
during the compaction process. The acceptable moisture content shall be ± 2% of the target value.)
**************************************t******
TYPES OF ASPHALTIC OIL TO BE USED
TACK COAT: SS -1, SS -1H, CSS -1, OR CSS -1H
PERFORMANCE GRADED BINDER
AASHTO DESIGNATION 14320
PROJECT NO.
SHEET NO.
URB -5514(4)
2 -Al
C.N. 42705
rrr9+04 "'Ib+Ot1 11+00 12
+ 4+00 6+00 ; 6+00 7+00 $+00
100 �+�� � oa ...
C
Q
4I'
NORTH
Scale: 1"=40'
0' 40' 80' 120'
cnnr,,,4e
no/ tc
a
'Vii} L.
E LUDO�om74 t
CITY OF HASTINGS,
ENGINEERING DEPT. C)0
Project
9th Street — Burlington Ave. to Elm Ave.
Proj. No.
Description
Design By
Drown By
URB -5514(4) CN 42705
Aerial Plan
B.K.
2/2013
Approved By
Contractor
2—Al
PROJECT NO.
SHEET NO.
URB -5514(4)
2-A2
C.N.42705
+00..' 36+00
NORTH
Scale: 1"=40'
40' 0' 40' 80' 120'
42+00 43+0
45t00 46+O
51+00 51+54.
/ CITY OF HASTINGS,
ENGINEERING DEPT.
Project
9th Street — Burlington Ave. to Elm Ave.
Proj. No.
Description
Design By
Drawn
By
URB -5514(4) CN 42705
Aerial Plan
B.K.
2/2013
Approved By
Contractor
2—A2
9TH STREET CENTERLINE
Point 1. N = 93736.01
Course from Point 1 to Point 2
Point 2 N = 93736.18
Course from Point 2 to Point 3
Point 3 N = 93736.99
Course from Point 3 to Point 4
Point 4 N = 93737.96
Course from Point 4 to Point 5
Point 5 N = 93740.10
Course from Point 5 to Point 6
Point 6 N = 93738.54
E = 95284.21 0+00
N 89°50'12" E Dist. = 58.00'
E = 95342.21 0+58
N 89°50'08" E Dist. = 282.03'
E = 95624.23 3+40.03
N 89°50'19" E Dist. = 344.26'
E = 95968.50 6+84.29
N 89°38'32" E Dist. = 343.20'
E = 96311.69 10+27.49
N 89°42'03" E Dist. = 299.38'
E = 96611.06 13+26.87
9TH STREET CENTERLINE ( Continued)
Course from Point 6 to Point 7 N 88°50'20" E Dist. = 378.21'
Point 7 N = 93746.20 E = 96989.20 17+05.08
Course from Point 7 to Point 8 N 88°38'54" E Dist. = 381.33'
Point 8 N = 93755.19 E = 97370.42 20+86.41
Course from Point 8 to Point 9 N 88°33'22" E Dist. = 325.40'
Point 9 N = 93763.39 E = 97695.72 24+11.81
Course from Point 9 to Point 10 N 88°23'14" E Dist. = 307.42'
Point 10 N = 93772.05 E = 98003.02 27+19.23
Course from Point 10 to Point 11 N 88°58'55" E Dist. = 30.67'
Point 11 N = 93772.59 E = 98033.64 27+49.90
Course from Point 11 to Point 12 N 89°35'22" E Dist. = 559.90'
9TH STREET CENTERLINE ( Continued)
Point 12 N 93776.60
Course from Point 12 to Point 13
Point 13 N = 93781.71
Course from Point 13 to Point 14
Point 14 N = 93782.15
Course from Point 14 to Point 15
Point 15 N = 93787.07
Course from Point 15 to Point 16
Point 16 N = 93793.21
Course from Point 16 to Point 17
Point 17 N = 93794.95
E = 98593.56 33+09.80
N 89°26'30" E Dist. = 523.85'
E = 99117.39 38+33.65
N 89°38'30" E Dist. = 70.87'
E = 99188.25 39+04.52
N 89°27'43" E Dist. = 523.75'
E = 99711.99 44+28.27
N 89°27'10" E Dist. = 642.33'
E = 100354.36 50+70.60
N 88°48'17" E Dist. = 83.85'
E = 100438.11 51+54.45
PROJECT NO.
SHEET NO.
URB - 5514(4)
2-H1
C.N.42705
N.
N. California Ave.
N. Colorado Ave.
truction: Sta. 39+04.5
ttn
Street Li•ght Pole to bq relocated by
Hastings Utilities.MEN
�y
N. Cedar Ave.
Point 15
J
Z
Point 16
N. Elm Ave.
I I
1
Point 17
LEGEND
(\\\\\I`
60'
Remove & Replace Walk
Remove & Replace Comb. Curb & Gutter
Remove & Replace w/ 8" Conc. Pavement
DA /ID L i1/4'1 1
OVER gzs
E -V0 ,.'tea
NORTH AC)
Scale: 1"=60'
0'
60'
120'
180'
ACITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
Description
Design By
Drown By
URB -5514(4) CN 42705
Horizontal Alignment & Orientation Plan
Date 2/2013 Contractor
Approved By Dro. No.
B.K.
B.K.
2-H1
Street
Light
Pole
Control Point / Bench Mark Data
URB -5514(4)
CN 42705
Point
No.
Ident./Station
Offset
to Sta.
Northing
Easting
Elevation
3392
CP1 / 0+00
31.49' RT
93704.53
95284.21
1933.60
2584
CP2 / 13+26.46
8.30' RT
93730.23
96610.83
1917.17
1376
CP3 / 26+53.09
1.69' RT
93768.50
97936.95
1917.57
442
CP4 / 51+11.11
17.59' LT
93811.13
100394.64
1913.80
826
FH / 38+89.15
32.24' RT
1916.97
SE Cor. 9th / California N. Bolt
559
FH / 44+51.30
29.32' RT
1915.68
SE Cor. 9th / Cedar N. Bolt
Street
Light
Pole
1/2" Pipe
9th Street
Street
Light
Pole
Point 3392
North Center 1/16th Corner Section 12
Township 7 North, Range 10 West of the 6th P.M.
Aluminum Cap Stamped "City of Hastings Property Corner - 484
NE 71.68' Dimple in Concrete Base of Street Light Pole
NW 85.72' "X" in Concrete Base of Street Light Pole
W 64.75' 1/2" Pipe
ENE 35.96' Dimple in Concrete Base of Street Light Pole
9th Street
Street
Light
Pole
Point 2584
North Center 1/16th Corner of NE 1/4 of Section 12
Township 7 North, Range 10 West of the 6th P.M.
1/2" Rebar
NE 38 30'
NW 51.77'
SE 27.40'
Nail in Utility Pole
Bolt in SE Corner of Metal Base Plate
Nail in Light Pole
PK Na
(U
Eastside Blvd.
PROJECT NO.
SHEET NO.
URB - 5514(4)
2-H2
C.N. 42705
No Point
!dent./Station
Offset
to Sta.
Elevation
Description
3282
FH / 3+13.77
25.08' RT
1932.26
SW Cor. 9th / Lincoln N. Bolt
2770
FH / 10+56.91
32.31' RT
1921.86
SE Cor. 9th / Denver N. Bolt
2185
FH / 17+27.18
53.33' LT
1918.22
NE Cor. 9th / Kansas N. Bolt
1572
FH / 24+36.34
39.94' RT
1916.23
SE Cor. 9th / Minnesota W. Bolt
1322
FH / 27+68.34
27.19' RT
1919.07
SE Cor. 9th / Eastside Blvd. SW. Bolt
826
FH / 38+89.15
32.24' RT
1916.97
SE Cor. 9th / California N. Bolt
559
FH / 44+51.30
29.32' RT
1915.68
SE Cor. 9th / Cedar N. Bolt
Str-et
Light
Pole
Point 1376
NE Corner of SE 1/4, NE 1/4
Section 12-7-10
Steel Surveyors Nail
N 42.90' PK Nail in Intersection of joint on Trail
NE 69 36' Nail in Utility Pole
SE 65.57' Nail in Light Pole
9th Street
N
Q Power
Pole
9th Street
Point 442
SW Corner of NW 1/4 of NW 1/4 of
Sec. 8-7-9, Township 7 North, Range 9 West
Aluminum Cap Stamped "City of Hastings Property Corner - 484
NW 25.59' Nail in Power Pole
SE 24.20' Guy Anchor Top Eye Bok
NE 38.38' Nail in Power Pole
A, . CITY OF HASTINGS,
% ENGINEERING DEPT.
Project
9th Street — Burlington Ave. to Elm Ave.
Proj. No.
URB -5514(4) CN 42705
Description
Control Point/ Bench Mark Dota
Design By
Drawn By
B.K.
B.K.
Date
2/2013
Approved BY
Contractor
Dm. No.
2—H2
9TH STREET -Burlington Avenue to Elm Avenue
URB -551 4(4)
CN 42705
GENERAL NOTES
MATERIALS - GENERAL REQUIREMENTS
1. Asphaltic Oil for Tack coat
Water used to dilute emulsified asphalt shall be mixed in
approximate 50-50 proportion with the oil. The rate of
application of the diluted emulsified asphalt shall
generally be from .10 to .20 of a gallon per square yard.
2. Asphaltic Concrete
Type SPR asphalt according to State Specifications
CONTRACTOR'S NOTE
1. It will be the responsibility of the Contractor to dispose all
pavement removal.
2. Contractor will be required to have all utilities located prior to
start of work.
NOTES:
A single lift of asphalt will consist of 2" Type SPR
Sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
Millings are to become the property of the Contractor.
Ends and retums on all asphalt roads, intersections, and driveways will be sawed prior to installation of Asphalt
and shall be subsidiary to the Unit Price of Asphalt Type SPR. Contractor shall use caution not to damage
driveways during the removal of existing asphalt.
PROJECT NO.
SHEET NO.
URB - 5514(4)
2-N
C.N. 42705
S%
Dr.
Nevi
,
WACKER ice;
E -509Q
• .•
i -'awe,,,
if
,.
CITY OF HASTINGS, H
ENGINEERING DEPT.
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
Description
Deign By
Drawn By
URB -5514(4) CN 42705
ASPHALT SPEC. & GENERAL NOTE SHEET
B.K.
B.B.
Date
2/2013
Approved By
Contractor
Dm. No.
2-N
REMOVE WALK
Station to Station
Side
S.Y.
0+21.36 to 0+32.24
RT
7.34
0+22 to 0+32
LT
6.08
6+43.7 to 6+68.8
LT
20.2
6+62.3 to 6+68.4
RT
4.0
6+98.9 to 7+04.7
RT
4.0
7+16.3 to 7+23.2
RT
4.35
9+87.8 to 9+94.7
LT
5.0
10+03.12 to 10+12.3
LT
6.0
9+87.6 to 9+95.1
RT
5.82
10+06.1 to 10+12.6
RT
4.44
10+42.6 to 10+66
LT
18.0
10+43 to 10+66.5
RT
14.7
12+94 to 13+14.4
RT
26.4
18+15
LT
1.4
23+69.7 to 23+95
RT
20.6
23+72 to 23+96
LT
21.4
24+45.2 to 24+49.4
RT
7.0
24+27.5 to 24+31.08
LT
2.11
12+87.9 to 13+14.5
RT
40.0
13+44.3 to 13+58.75
RT
20.0
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
0+58 to 0+69.2
LT
11.2
3+20 to 3+24
RT
6.0
3+79.5 to 3+88
RT
8.5
5+44.5 to 5+49.2
RT
4.7
6+42.2 to 6+51.5
LT
9.3
6+68.7
LT
7.5
6+68.4
RT
10.0
7+11.65 to 7+38.12
RT
26.47
6+99
RT
8.3
9+09 to 9+15.5
RT
6.5
9+86 to 9+96
LT
10.0
10+12.29
LT
9.0
10+12.1
RT
9.0
10+42.85 to 10+67.5
LT
42.0
10+43.6 to 10+70.5
RT
43.0
10+91 to 10+97.6
LT
6.6
11+08.5 to 11+15.7
LT
7.2
12+53.5 to 12+73.75
LT
20.25
12+87.9 to 13+14.5
RT
40.0
13+44.3 to 13+58.75
RT
20.0
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
13+67.23 to 13+71.38
LT
4.15
14+13.3 to 14+20
LT
6.7
14+37 to 14+43.2
LT
6.20
15+27.3 to 15+41
LT
13.7
16+41.5 to 16+48.3
LT
6.8
16+78.5 to 16+90.4
LT
23.0
16+81 to 16+86.7
RT
5.7
17+21.5 to 17+34.7
LT
22.0
17+28 to 17+39
RT
12.0
17+58.5 to 17+70.6
LT
12.1
18+12.5 to 18+18.75
LT
6.25
18+54.5 to 18+61
LT
6.5
18+75.3 to 18+88.3
RT
17.5
18+78.6 to 18+84.8
LT
6.2
19+72 to 19+91
RT
19.0
19+74 to 20+05
LT
31.0
20+64 to 20+71
LT
13.0
20+69 to 20+70
RT
8.75
21+05 to 21+13
RT
6.0
21+06 to 21+14.5
LT
8.5
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
21+25 to 21+66
RT
41.0
21+95 to 22+02
RT
7.0
23+59.5 to 23+78.2
LT
18.7
23+68.5 to 23+77.4
RT
8.9
23+95
RT
8.6
23+96
LT
10.8
24+26
RT
10.3
24+27.5 to 24+64.5
LT
10.8
24+40.5 to 24+64.5
RT
24.0
24+44.5 to 24+64.5
LT
20.0
25+06.6 to 25+12.7
RT
6.1
26+12.6 to 25+24.8
LT
12.2
25+72.5 to 26+30.3
RT
57.8
10+62
LT
8.0
0
ASPHALT TYPE SPR (For Info. Only)
Station to Station
Side
Tons
0+58 to 50+70.6
LT & RT
2095.04
21+08.82
RT
1
23+93.41
LT
1
COLD MILLING CLASS 3 (For Info. Only)
Station to Station
Side
Sq. Yards
0+58 to 50+70.6
LT & RT
18,608.0
21+08.82
RT
1
23+93.41
LT
1
REMOVE EXISTING RETAINING WALL
Station to Station
Side
Lin. Ft.
6+43.7 to 6+68.8
LT
75.0
21+08.82
RT
1
23+93.41
LT
1
ADJUST VALVE BOX TO GRADE
Station
Side
EACH
0+26.71
LT
1
21+08.82
RT
1
23+93.41
LT
1
13+22.8
LT
1
13+22.83
LT
1
24+36.81
RT
1
BUILD 8" RETAINING WALL
Station to Station
Side
Sq. Yards
6+43.7 to 6+68.8
LT
75.0
0+22
LT
8.0
6+45.3
LT
8.0
PROJECT NO.
SHEET NO.
URB - 5514(4)
3
C.N. 42705
11+00 12+00 13+00
DETECTABLE WARNING PANELS
Station
Side
Sq. Ft.
0+21.36
RT
8.0
0+22
LT
8.0
6+45.3
LT
8.0
6+68.4
LT
8.0
6+68.4
RT
8.0
6+99
RT
8.0
7+17
RT
8.0
9+88
LT
8.0
9+88
RT
8.0
10+12
LT
8.0
10+12
RT
8.0
10+43.6
LT
8.0
10+43.6
RT
8.0
10+62
LT
8.0
10+62
RT
8.0
12+95
RT
8.0
13+13
RT
8.0
23+72
LT
8.0
23+72
RT
8.0
23+95
LT
8.0
23+95
RT
8.0
24+27.5
LT
8.0
DETECTABLE WARNING PANELS
Station
Side
Sq. Ft.
24+27.5
RT
8.0
24+52
LT
8.0
24+52
RT
8.0
26+43
LT
20.0
26+43
RT
20.0
27+18.5
RT
8.0
40'
z
NORTH
Scale: 1"=40'
0'
80' 120'
REMOVE PAVEMENT
Station to Station
Side
Sq. Yds.
0+19.2 to 0+30
LT
3.61
BUILD 8" PAVEMENT
Station to Station
Side
Sq. Yds.
0+19.2 to 0+30
LT
3.61
N
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
0+58 to 0+69.2
LT
11.2
3+20 to 3+24
RT
6.0
3+79.5 to 3+88
RT
8.5
5+44.5 to 5+49.2
RT
4.7
6+42.2 to 6+51.5
LT
9.3
6+68.7
LT
7.5
6+68.4
RT
10.0
7+11.65 to 7+38.12
RT
26.47
6+99
RT
8.3
9+09 to 9+15.5
RT
6.5
9+86 to 9+96
LT
10.0
10+12.29
LT
9.0
10+12.1
RT
9.0
10+42.85 to 10+67.5
LT
42.0
10+43.6 to 10+70.5
RT
43.0
10+91 to. 10+97.6
LT
6.6
11+08.5 to 11+15.7
LT
7.2
12+53.5 to 12+73.75
LT
20.25
12+87.9 to 13+14.5
RT
40.0
13+44.3 to 13+58.75
RT
20.0
13+67.23 to 13+71.38
LT
4.15
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
14+13.3 to 14+20
LT
6.7
14+37 to 14+43.2
LT
6.20
15+27.3 to 15+41
LT
13.7
16+41.5 to 16+48.3
LT
6.8
16+78.5 to 16+90.4
LT
23.0
16+81 to 16+86.7
RT
5.7
17+21.5 to 17+34.7
LT
22.0
17+28 to 17+39
RT
12.0
17+58.5 to 17+70.6
LT
12.1
18+12.5 to 18+18.75
LT
6.25
18+54.5 to 18+61
LT
6.5
18+75.3 to 18+88.3
RT
17.5
18+78.6 to 18+84.8
LT
6.2
19+72 to 19+91
RT
19.0
19+74 to 20+05
LT
31.0
20+64 to 20+71
LT
13.0
20+69 to 20+70
RT
8.75
21+05 to 21+13
RT
6.0
21+06 to 21+14.5
LT
8.5
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
21+25 to 21+66
RT
41.0
21 +95 to 22+02
RT
7.0
23+59.5 to 23+78.2
LT
18.7
23+68.5 to 23+77.4
RT
8.9
23+95
RT
8.6
23+96
LT
10.8
24+26
RT
10.3
24+27.5 to 24+64.5
LT
10.8
24+40.5 to 24+64.5
RT
24.0
24+44.5 to 24+64.5
LT
20.0
25+06.6 to 25+12.7
RT
6.1
26+12.6 to 25+24.8
LT
12.2
25+72.5 to 26+30.3
RT
57.8
18+15
LT
1.4
BUILD 5" WALK
Station to Station
Side
S.Y.
0+21.36 to 0+32.24
RT
7.34
0+22 to 0+32
LT
6.08
6+43.7 to 6+68.8
LT
21.5
6+62.3 to 6+68.4
RT
4.0
6+98.9 to 7+04.7
RT
4.0
7+16.3 to 7+23.2
RT
4.35
9+87.8 to 9+94.7
LT
5.0
10+03.12 to 10+12.3
LT
6.0
9+87.6 to 9+95.1
RT
5.82
10+06.1 to 10+12.6
RT
4.44
10+42.6 to 10+66
LT
19.3
10+43 to 10+66.5
RT
16.0
12+94 to 13+14.4
RT
26.4
18+15
LT
1.4
23+69.7 to 23+95
RT
21.9
23+72 to 23+96
LT
22.7
24+50 to 24+58
LT
10.5
24+51 to 24+57
RT
7.7
24+27.5 to 24+31.08
LT
2.11
ADJUST MANHOLE TO GRADE
Station
Side
EACH
3+41.48
LT
1
7+26.45
LT
1
10+70.7
LT
1
13+69.31
LT
1
17+47
LT
1
21 +30.51
LT
1
24+36.01
LT
1
ISIOSIMPIS SIP MM.!
24" White Preformed Pavement Marking, Type 4, Grooved
Station to Station
Side
Side
Lin. Ft.
6+48
LT &
RT
40.0
6+69 to
6+99
LT
142.72
40.0
6+69 to
6+99
RT
LT
40.0
7+20
RT
LT &
RT
40.0
9+91
13+14.5 to 13+44.3
LT &
RT
40.0
10+13 to
10+43
LT
RT
40.0
10+13 to
10+43
RT
20+66 to 21 +05.5
40.0
10+64
23+96 to 24+27.5
LT &
RT
40.0
RT
88.90
f
mow
•
W. IMOD
0•14 alma
26+00
N
N . St Joseph Ave.
Placement of Asphaltic Concrete for Driveways & Intersections
2"Asphaltic Concrete Type SPR on 2" of Cold Milling Class 3
Station
Side
Sq. Yards
Intersections
3+24.6 to 3+55.2
LT
89.4
3+24.5 to 3+55.5
RT
142.72
6+68.4 to 6+99
RT
24.3
10+12.25 to 10+42.85
LT
82.4
10+12.1 to 10+43.6
RT
102.7
13+13.85 to 13+45.5
LT
16.6
13+14.5 to 13+44.3
RT
108.6
16+90.4 to 17+21.5
LT
88.2
16+88.2 to 17+29
RT
11.20
20+71 to 21+02
LT
39.3
20+66 to 21 +05.5
RT
3.00
23+96 to 24+27.5
LT
153.90
23+95 to 24+26
RT
88.90
N . Kansas Ave.
Placement of Asphaltic Concrete for Driveways & Intersections
2"Asphaltic Concrete Type SPR on 2" of Cold Milling Class 3
Station
Side
Sq. Yards
Driveways
0+97.5 to 1+27.4
LT
5.21
2+02 to 2+45.9
LT
6.54
4+93.5 to 5+28.8
LT
12.84
11+21.6 to 11+33.7
LT
2.35
11+92.6 to 12+17.2
LT
3.90
14+19.2 to 14+43.2
LT
7.97
18+62.4 to 18+78.8
RT
3.94
19+17.8 to 19+36.6
RT
3.28
19+50.8 to19+74.7
LT
7.91
21+77.8 to 21 +97.9
RT
4.35
23+09 to 23+23
LT
28.05
W
iQ
O
U
z
LEGEND
Remove & Replace Walk
Remove & Replace Comb. Curb & Gutter
Remove & Replace w/ 8" Conc. Pavement
N . Minnesota Ave.
4telltee' o Ssio
4+,�t isr (s/ a
/ ••4ti 7,
Ni
DAVID L camri
WACKER =g
€-5090 :4
4.01 • . 1/
�._ Off,
CITY OF HASTINGS,
ENGINEERING DEPT.
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
URB -5514(4) CN 42705
Description
Construction Plan
Design By
B.K.
Date
2/2013
Contractor
Drown By
B.K.
MPcovea By
Drn. No.
3
26+00
DETECTABLE WARNING PANELS
Station
Side
Sq. Ft.
32+96
RT
8.0
33+22
RT
8.0
33+35
RT
8.0
44+00
LT
8.0
44+00
RT
8.0
44+16
LT
8.0
44+16
RT
8.0
44+41.5
LT
8.0
44+41.5
RT
8.0
44+53
LT
8.0
44+54.5
RT
8.0
47+62
RT
8.0
47+83
RT
8.0
48+34.2
RT
8.0
32+00
33+00
m
a)
D
U0
00Co
W
Z
REMOVE WALK
Station to Station
Side
S.Y.
26+41.1 to 26+55.5
LT
8.6
26+42 to 26+54.2
RT
12.9
27+12.4 to 27+18
RT
3.3
32+81 to 32+97
RT
7.1
33+21.6 to 33+37.8
RT
16.2
33+71 to 34+14
LT
9.6
44+00 to 44+13
RT
15.6
44+01 to 44+14
LT
15.7
44+44.3 to 44+60
RT
19.6
44+44.3 to 44+70
LT
13.7
47+62 to 47+67
RT
4.8
47+67 to 47+83
RT
7.1
48+34.2 to 48+54.2
RT
19.0
48+00
LT
1.3
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
26+69 to 27+18.5
LT
55.7
27+05 to 27.18.5
RT
19.3
27+69.5 to 27+81.2
LT
11.7
27+73.5 to 27+82
RT
8.5
28+03.5 to 28+09.7
RT
6.2
28+05.7 to 28+19.7
LT
14.0
30+93.3 to 30+97
LT
3.7
31+78.6 to 31+85.8
RT
7.2
32+29.4 to 32+41.4
RT
12.0
32+71.3 to 32+94.4
RT
23.1
32+80.6 to 32+96.6
LT
37.4
32+96.6
RT
12.3
33+21.5
RT
12.1
33+31.6 to 33+41.3
RT
9.7
33+71 to 34+13.5
LT
42.5
34+61.5 to 34.67.8
LT
6.3
35+26.8 to 35+31.7
LT
4.9
35+69.3 to 35+72.5
RT
3.2
36+19.2 to 36+24.3
LT
5.1
36+84.2 to 39+62.4
LT
12.2
40'
NORTH
Scale: 1"=40'
Z
80' 120'
34+00
35+00
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
38+18 to 38+33.6
RT
17.6
39+56 to 39+62.4
RT
6.4
40+06 to 40+24.4
LT
18.4
40+13.5 to 40+16.5
RT
3.0
40+40.5 to 40+45.5
RT
5.0
40+61 to 40+64.7
RT
3.7
40+84.5 to 40+98.3
LT
13.8
41+95.5 to 42+25.7
RT
30.2
42+00 to 42+05.7
LT
5.7
42+43.6 to 42+49.8
RT
6.2
42+64.2 to 42+67.8
RT
3.6
42+84.5 to 42+99.9
LT
15.4
42+91.7 to 42+97.2
RT -
5.5
43+09.3 to 43+15.8
RT
6.5
43+54.6 to 43+62.8
LT
8.2
43+75 to 43+96.5
RT
21.5
43+92.4 to 43+96.5
LT
4.1
44+16.6
LT
16.4
44+61.5 to 44+76
LT
14.5
44+41.7
LT
36.0
36+00
O
37t00
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
45+17.4 to 45+32.7
RT
15.3
45+78 to 45+90.2
LT
12.2
46+45.9 to 46+67.6
RT
21.7
46+55.8 to 46+60
LT
4.2
47+04.8 to 47+11
LT
6.2
47+34 to 47+40.4
LT
6.4
47+97 to 48+03.3
Cr
6.3
48+15.15 to 48+39.3
LT
24.15
48+85.3 to 48+94
LT
8.7
49+52 to 49+68.1
LT
16.1
32+80.6 to 32+96.6
LT
37.4
32+96.6
RT
12.3
33+21.5
RT
12.1
38+00
PROJECT NO.
SHEET NO.
URB - 5514(4)
4
uction: Sta. 38+33.60
to
C
U
11
C.N. 42705
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
26+69 to 27+18.5
LT
55.7
27+05 to 27.18.5
RT
19.3
27+69.5 to 27+81.2
LT
11.7
27+73.5 to 27+82
RT
8.5
28+03.5 to 28+09.7
RT
6.2
28+05.7 to 28+19.7
LT
14.0
30+93.3 to 30+97
LT
3.7
31+78.6 to 31+85.8
RT
7.2
32+29.4 to 32+41.4
RT
12.0
32+71.3 to 32+94.4
RT
23.1
32+80.6 to 32+96.6
LT
37.4
32+96.6
RT
12.3
33+21.5
RT
12.1
33+31.6 to 33+41.3
RT
9.7
33+71 to 34+13.5
LT
42.5
34+61.5 to 34.67.8
LT
6.3
35+26.8 to 35+31.7
LT
4.9
35+69.3 to 35+72.5
RT
3.2
36+19.2 to 36+24.3
LT
5.1
36+84.2 to 39+62.4
LT
12.2
41+00
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
38+18 to 38+33.6
RT
17.6
39+56 to 39+62.4
RT
6.4
40+06 to 40+24.4
LT
18.4
40+133 to 40+16.5.
RT
3.0
40+40.5 to 40+45.5
RT
5.0
40+61 to 40+64.7
RT
3.7
40+84.5 to 40+98.3
LT
13.8
41 +95.5 to 42+25.7
RT
30.2
42+00 to 42+05.7
LT
5.7
42+43.6 to 42+49.8
RT
6.2
42+64.2 to 42+67.8
RT
3.6
42+84.5 to 42+99.9
LT
15.4
42+91.7 to 42+97.2
RT
5.5
43+09.3 to 43+15.8
RT
6.5
43+54.6 to 43+62.8
LT
8.2
43+75 to 43+96.5
RT
21.5
43+92.4 to 43+96.5
LT
4.1
44+16.6
LT
16.4
44+61.5 to 44+76
LT
14.5
44+41.7
LT
36.0
susigewrammem
42+00
REMOVE DRIVEWAY
Station to Station
Side
Sq. Yds.
41+97 TO 42+18
RT
3.33
47+60 to 48+50
RT
303.72
46+45.9 to 46+67.6
RT
21.7
BUILD 8" DRIVEWAY
Station to Station
Side
Sq. Yds.
41+97 TO 42+18
RT
3.33
REMOVE PAVEMENT
Station to Station
Side
Sq. Yds.
43+96.5 to 44+61.5
LT & RT
595.0
47+60 to 48+50
RT
303.72
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
45+17.4 to 45+32.7
RT
15.3
45+78 to 45+90.2
LT
12.2
46+45.9 to 46+67.6
RT
21.7
46+55.8 to 46+60
LT
4.2
47+04.8 to 47+11
LT
6.2
47+34 to 47+40.4
LT
6.4
47+97 to 48+03.3
LT
6.3
48+15.15 to 48+39.3
LT
24.15
48+85.3 to 48+94
LT
8.7
49+52 to 49+68.1
LT
16.1
9.35
29+26.4 to 29+46
LT
6 25
•
RT
6.11
30+57.9 to 30+70.6
LT
BUILD 5" WALK
Station to Station
Side
S.Y.
26+41.1 to 26+55.5
RT
8.6
26+42 to 26+54.2
RT
12.9
27+12.4 to 27+18
RT
3.3
32+81 to 32+97
RT
7.8
33+21.6 to 33+37.8
RT
17.5
33+71 to 34+14
LT
9.6
44+53 to 44+60
LT
11.31
48+00
LT
1.3
3.28
28+26 to 28+45.6
LT
5.40
29+14.4 to 29+46
RT
9.35
29+26.4 to 29+46
LT
6 25
30+32 to 30+49
RT
6.11
30+57.9 to 30+70.6
LT
2.46
45+96.7 to 46+11.5
RT
Street Light Pole to be relocated by
Hastings_ Utilities.
43t00
45
00
46+00
ADJUST VALVE BOX TO GRADE
Station
Side
EACH
33+34.34
RT
1
33+36.42
RT
1
33+37.94
RT
1
2.03
27+49.9
LT
1.12
27+49.9
RT
2.43
32+96.6 to 33+22.04
LT
69.00
32+96.6 to 33+21.5
RT
91.2
Driveways
RT
3.28
28+26 to 28+45.6
LT
T'
c
E
W
Z
47+00
48t00
49t00
50+00
Placement of Asphaltic Concrete for Driveways & Intersections
2"Asphaltic Concrete Type SPR on 2" of Cold Milling Class 3
Station
Side
Sq. Yards
Intersections
27+19.23
LT
1.50
27+19.23
RT
2.03
27+49.9
LT
1.12
27+49.9
RT
2.43
32+96.6 to 33+22.04
LT
69.00
32+96.6 to 33+21.5
RT
91.2
Driveways
RT
3.28
28+26 to 28+45.6
LT
5.40
29+14.4 to 29+46
RT
9.35
29+26.4 to 29+46
LT
6 25
30+32 to 30+49
RT
6.11
30+57.9 to 30+70.6
LT
2.46
45+96.7 to 46+11.5
RT
4.00
46+10.1 to 46+27.3
LT
4.19
51+00
•
51-54
•
Z
Placement of Asphaltic Concrete for Driveways & Intersections
2"Asphaltic Concrete Type SPR on 2" of Cold Milling Class 3
Station
Side
Sq. Yards
Driveways
31+62 to 31+80
RT
4.26
32+21.8 to 32+32.6
LT
3.27
35+02 to 35+18.7
RT
3.23
35+72.2 to 35+96
RT
10.05
35+73.7 to 35+95.4
LT
9.55
36+23.3 to 36+44.4
LT
7.27
36+35.7 to 36+52
RT
3.28
37+28.6 to 37+42
RT
5.78
39+39.6 to 39+58.3
RT
6.25
40+45.4 to 40+61.6
RT
6.02
42+23.6 to 42+39.5
LT
8.6
42+99.5 to 43+16.4
LT
9.18
45+96.7 to 46+11.5
RT
4.00
46+10.1 to 46+27.3
LT
4.19
47+07.4 to 47+25
LT
7.75
47+57 6 to 47+75 7
LT
6 03
48+72.9 to 48+85.3
LT
5.31
48+94.3 to 49+09.3
I T
6 44
LEGEND
1: 1'n4•
Remove & Replace Walk
Remove & Replace Comb. Curb & Gutter
Remove & Replace w/ 8" Conc. Pavement
s
7
MM
e
ACITY OF HASTINGS,
ENGINEERING DEPT.
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
URB -5514(4) CN 42705
Deecnpbon
Construction Plan
Design By
B.K.
Dote
2/2013
Contractor
Drown
BY
B.K.
Approved By
4
EZI
1911.73 FL 191 a 01 CL 1911.90 FL
Match Math Match
1912.02 FL
tU
oo.
0
1911.91.FL
f911.98 FL
Match
9th Street
N
1912.69 CL
Match
191 13
1.75% 0.40%
1912.15 FL
Match
44+00 1911.99.FL
19 2.20
1.67%
25.1
1912.15 FL
0.40% <CO
1912.77 CL
Match
to
1.39%
1912.00 FL
1912.58 FL
Match
1912.43 FL
Match
1912.15 FL
1912.31 FL
Ian/ i ES rea MATZC
16.4
B
1912.31 FL 1912.89 CL
Match Match
1912.45 FL
Match
BUILD 8" P.C.C. CONCRETE PAVEMENT
Station to Station
Side
Sq. Yds.
43+96.5 to 44+61.5
LT & RT
574.60
44+01 to 44+14
LT
18.7
44+44.3 to 44+60
RT
23.4
BUILD 5" WALK
Station to Station
Side
S.Y.
44+00 to 44+13
RT
18.5
44+01 to 44+14
LT
18.7
44+44.3 to 44+60
RT
23.4
44+44.3 to 44+70
LT
15.9
ADJUST VALVE BOX TO GRADE
Station
Side
EACH
44+54.56
RT
1
47+67 to 47+83
RT
7.8
48+34.2 to 48+54.2
RT
19.0
LEGEND
\O\
Remove & Replace Comb. Curb & Gutter
Remove & Replace w/ Conc. Pavement
Permanent Land Easement
PROJECT NO.
SHEET NO.
URB - 5514(4)
5
C.N. 42705
Maedr...A.
Otitali.60.61666. rtis
IPAAPPAPAA
PA Itithatiti
C
A
ARMS
CZ ED
1
48+00
9th Street
1914.71 FL
Match
1914.93 1915.07 1915.01 1914.84 1914.62
Match Match Match Match Match
1914.50 TG
1914.78
O
0.44%
1914.68 FL
0
1914.75 FL
El
20.0
0
1914.79 FL
Match
914.79 FL
16.3
Egg Ell ticeetraaal
Permanent Land Easement
2
1914.87 FL
Match
1915.59 CL
Match
1915.09
Match
BUILD 8" P.C.C. CONCRETE PAVEMENT
Station to Station
Side
Sq. Yds.
47+60 to 48+50
RT
303.72
47+67 to 47+83
RT
7.8
48+34.2 to 48+54.2
RT
19.0
BUILD 5" WALK
Station to Station
Side
S.Y.
47+62 to 47+67
RT
5.5
47+67 to 47+83
RT
7.8
48+34.2 to 48+54.2
RT
19.0
ADJUST VALVE BOX TO GRADE
Station
Side
EACH
47+80
RT
1
48+17
RT
1
1914.91
Match
ADJUST GRATE INLET TO GRADE
Station
Side
EACH
47+76
RT
1
48+83
RT
1
10'
NORTH ACJIk
Scale: 1"=10'
0' 10' 20'
30'
T
ACITY OF HASTINGS,
ENGINEERING DEPT. 'On
Project
9th Street - Burlington Ave. to Elm Ave.
Proj. No.
Description
Design By
B.K.
URB -5514(4) CN 42705
Intersection Detail
Date
2/2013
Approved By
Contractor
Den. No.
5
NORTH
Scale: 1"=10'
•
11111111111111111 1111111111IIIIII
18.5'
REMOVE 30" COMBINATION CURB & GUTTER
REMOVE
Station to Station
Side
Lin. Ft.
16+64.5 to 16+78.5
LT
14.0
16+90.4
LT
10.4
16+64.5 to 16+81
RT
16.5
16+86.7 to 16+89.5
RT
24.0
17+20.5 to 17+28
RT
22.0
17+39 to 17+45
RT
6.0
17+21.5
LT
18.0
17+34.7 to 17+45.7
LT
11.0
CUA
111
CO +
co
17+00
N. Kansas Ave.
REMOVE WALK
Station to Station
Side
Sq. Yards
16+66.72 to 16+71.72
LT
9.72
16+71.72 to 19+90.4
LT
10.38
16+66 to 16+71
RT
6.39
16+71 to 16+89.5
RT
10.28
17+20.5 to 17+38.8
RT
10.17
17+39.3 to 17+43.3
RT
4.76
17+21.5 to 17+40
LT
10.28
17+40.3 to 17+45.3
LT
10.0
9th Street
LEGEND
Existing Removals
Additional Removal for Ramp Construction
PROJECT NO.
SHEET NO.
URB -5514(4)
6
C.N. 42705
ESS/0\
•
wi ;;W_D }
0,p-4D,Z/
,,
, CITY OF HASTINGS,
ENGINEERING DEPT.
Project
9th Street - Burlington to Elm Ave.
Proj. No.
Description
URB -5514(4) CN 42705
9th & Kansas Ramps Removal Plan
Design ByDate
B.B. 2/2013
Drawn By Appy By
B.B.
Contractor
Dm. No.
6
Existing Walk
a
io'
.Q
C
N
4
6.5'
17+00
0.000.3..a
Existing Walk
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Side
Lin. Ft.
16+64.5 to 16+78.5
LT
14.0
16+90.4
LT
10.4
16+64.5 to 16+81
RT
16.5
16+86.7 to 16+89.5
RT
24.0
17+20.5 to 17+28
RT
22.0
17+39 to 17+45
RT
6.0
17+21.5
LT
18.0
17+34.7 to 17+45.7
LT
11.0
ADJUST VALVE BOX TO GRADE
Station
Side
Each
16+79.5
LT
1
16+82
LT
1
6.4'
5
N
BUILD 5" P.C.C. SIDEWALK
Station to Station
Side
Sq. Yards
16+71.72 to 16+90.4
LT
72.07
16+71 to 16+89.5
RT
58.22
17+20.5 to 17+38.8
RT
59.37
17+21.5 to 17+40
LT
72.01
17+21
LT
8
17+22
RT
8
ADJUST MANHOLE TO GRADE
Station
Side
Each
17+27.5
LT
1
SE Ramp
122.33
NE Ramp
N. Kansas Ave.
FH
6.25'
m
4 4
4
5'
0
N
4
5'1
4
m
10'
NORTH
Scale: 1"=10'
0'
i
10' 20' 30'
sessemenalliellegenallinne
Exis ing Walk
1111111111111111
o�
6.4'
4
a
5'
4
4
9th Street
BUILD 8" RETAINING WALL
Location
Lin. Ft.
NW Ramp
128.36
SW Ramp
107.83
SE Ramp
122.33
NE Ramp
110.33
Existing Walk
ADJUST GRATE INLET TO GRADE
Station
Side
Each
16+90.5
RT
1
17+19 to 17+31
LT
1.5
111106111111 INIMMENS
BUILD 8" P.C.0 PAVEMENT
Station to Station
Side
Sq. Yds.
16+77 to 16+92
RT
5.7
17+19 to 17+31
LT
1.5
DETECTABLE WARNING PANEL
Station
Side
Sq. Ft.
16+75
LT
8
16+75
RT
8
16+89
RT
8
16+90
LT
8
17+21
LT
8
17+22
RT
8
17+37
LT
8
17+37
RT
8
PROJECT NO.
SHEET NO.
URB -5514(4)
7
C.N. 42705
ACITY OF HASTINGS,
ENGINEERING DEPT. o0
Project
9th Street - Burlington to Elm Ave.
Proj. No.
URB -5514(4) CN 42705
Description
e8CPto 9th & Kansas Ramps Construction Plan
Design By
B.B.
Date
2/2013
Contractor
Drown By
B.B.
ApprovedBY
Drn. No. 7
1
0
PROJECT NO.
SHEET NO.
URB -5514(4)
8
MMININ. 1
'
p
Existing Walk
C.N. 42705
10
1918.37 Ex.
1918.63 Ex. Walk
Existing Walk
9
1918.28 Ex.
\
10
/u
4
5
L-41916.92/
/
1917.42 Ex. Walk
/
�\
1914.71 FL p `
6'
4
1916.98
6'
C
6'
1915.10 1915Q33
p �
4-\
p
1916.1
1914.45 FL
,�.,�u
d
A
\
1917.00
1914.50
p
...r
o 00000°o
N
1915.85 6
(�
1915.79 d
p
p'
Q
uuuuQ
)0000`
000er) 0(
)000°0
0000(
0000c
o o o o
0 0(
°°°°�
p
7
25 @ 6.0/ 1916.a7
1918.37 °°
a
A
0 00°
/1918.33 j\
�?5/
\
N
E2 20'
0
j o 0 0`
8
\
6
1916.92-
d
0000
ll
1915.74) 20' @ 6.3% 1917.00
7
1916.9
p
o 0 0°0
\ p J
\
\
191523 t�
1915.34
1916.86"1915.73
1915.79 N
6
N
8
25
\
N
1914.43 1914.43 1914.35 SW
j914. 5
FL
yPa•
p
25' @ 6.08% °
20' @ 6.5°/ p
s9dao '
,
N
191529 )\1916.81
1916.87\
tN
1915.7
'\
1915:68v
N s,
'
1914.38 °��
t' ♦
/
/
•g9{ Q .
2
p Q
"b.
1
3_-
A
'tet y
Irt
ASSTtS'
4 0
4.-
et.
,r.;pp
%> p
*a..
000000000
)000000000
1915.92 TC
is, '��
0°00000000
00000000c
000000000
\
000000000 Nn
iz
-.-�
TC
OOOOo000c 4
000000000'
1914.88
FL
/1915.12
{
91431 FL 1914.23E
,
�t�
SW Corner
Retaining Wall Elev. IP1
NW Corner Retaining Wall Elev. ❑
No.
Top
of Wall Elev.
No.
Top
of Wall Elev.
1
1915.05
1
1915.99
NORTHel>
2
1916.35
2
1917.48
3
1916.41
3
1917.54
Scale: 1"=4'
4
1917.67
4
1919.04
5
1917.67
5
1919:04
4i 0' 4' 8: 12'1
Ave.sas
6
1916.41
6
1917.54
/'1
7
1917.67
7
1919.04
8
1917.67
8
1919.04
9
1917.67
9
1919.04
10
1914.93 Match Top of Curb
10
1915.20 Match Top of Curb
J U
LL I-
-V 7
'd -I'
-
1913.66 FL w
T914.32
FL
--Th
1913.91TC
I
�`,
I1915.33C
lP.CTijjjN
)00000000c
000000000
co
cog!,
N
<6
2
2
I1
,0
,o
I1
I
...0-N
3
\1913.74 p 5°'
191. 61 TC /
A
5
1915.79
\" g'
1915.40
\
1915.34 p b
°
25 @ 6.4%
Qaa e°'��
A. N ,9 . ♦.
p 1
191
.11 FL
G
Q
A
1914.75 9 915.95
20'@6.b�/° A °'
6r
,
p
p L.
♦
p
20'
1915.39 p .
/V
1913.79 1913.83 A
\ SW 3
FL
p 1914.75
1914.80 p 1916.00
A
/
1913.74
6
1915.84
1913.9TC
8
�
-1915.45
6
I°
I
1914.09 FL
��
/
� /
-
6'
� ° 1916.94
A p
7 1916.8
, V V V V
�
1917.26 p
7
1917.20 1916.01
1915.ao 25' @ 6.16/0
°°°°�
° O°°
°0°0°0°0`
,,,�„�
0 0 0 0(
�
Ir 4
o,
N
) 0 0 0°
ono(p.
20' @ 5.95% v
Ao
25'
x'1916.94
Q I
00°0°0 (
0000
i o 0 0 0
N
r1
1915.51 p
1913.91
0000(
0000
1914.50
1917.25 p 1916.06
1915.90
j1915.45 A
1916.84 Ex
'
0 0 0 0
L-----1.
° \
913.78
000 o
b.
q
-191 7 FL
1917.20--
1917.26'
5
5
1917.09 Ex. Walk
10
Existing Walk
N
N
9
Existing Walk
A
SE Corner Retaining Wall Elev. pi
NE Corner Retaining Wall Elev. ❑
No.
Top
of Wall Elev.
No.
Top
of Wall Elev.
1
1914.41
1
1915.42
2
1916.01
2
1916.62
3
1916.07
3
1916.46
Of ,.
0
4
1917.61
4
1917.93
�.�
CITY OF HASTINGS,
�CI
5
1917.61
5
1917.93
A
DAVID L
ENGINEERING DEPT.
6
1916.07
6
1916.68
:=
at1 3t"4
Project
9th Street - Burlington to Elm Ave.
7
1917.617
1917.87
.. I~ *Z S
fee
pmt. No.
8
1917.61
8
1917.93
(3 it ,a
, 4!`1-O a<
Os
CN 42705
9
1917.61
9
1914.56 Match Top of Curbp
.�
$
'Sion
9thR& KansasRampsElevation Plan
10
1914.28 Match Top of Curb
i� ` /r
Design By
B.B.
Dote 2/2013
Contractor
Drown By
B.B.
Approved By
Dm. No.
8
PROJECT NO.
SHEET NO.
URB -5514(4)
9
Existing Walk
4.89'
5.34 5.34
Existing Walk
C.N.42705
New Hand Rail
New Hand Rail
4 Sections @ 6.33'=25.33'
-
_
)000000000
)000000000
> 000000000
)000000000
5.49
8 Sections @ 6.33' w/ End=51.83'
®a-+
3 Sections @ 6.78'=20.33'
0000(
6 Sections @ 6.78' w/ End= 41.83'
)0000
00000 c
)0000
0000
)0000
0000
0_
'+^-'
CD
-C
6.17
5.00
5.00
New Hand Rail
z New Pedestrian Rail —7
4 Sections @ 6.33'=25.33'
6.17'
New Pedestrian Rail
New Hand Rail
3 Sections @ 6.78'= 20.33'
ii6.00'
I
New Hand Rail
New Hand Rail
000000000
)00000000C
000000000)00000000C
000000000
000000000
)00000000C
000000000
0000000000
000000000
00
SW Corner Hand Rail
NW Corner Hand Rail
Location
Lin. Ft.
Location
Lin. Ft.
East Side of Ramp
25.33
East Side of Ramp
20.33
Center of Ramp
51.83
NORTH
Center of Ramp
41.83
West Side of Ramp
25.33
Scale: 1"=4'
West Side of Ramp
20.33
4' 0' 4' 8' 12'
NW Corner Pedestrian Rail
Kansas Ave.
SW Corner Pedestrian Rail
z
Location
Lin. Ft.
Location
Lin. Ft.
Center Wall
32.34
Center Wall
22.78
O
000000000
0000000000
000000000
)00000000C
I
000000000
i00000000C
000000000
0000000000
000000000
-
-
000000000
m
I
-
New Hand Rail
New Hand Rail
3 Sections @ 6.78'=20.33'
ections =
5.95'
5.00'
New Hand Rail
8 Sections @ 6.33' w/ End= 51.83'
New Pedestrian Rail
`'
New Pedestrian Rail
6Sections @ 6.78' w/ End=41.83'
5.50'
5.50'
6.29'
, vi
000000000
0°00000°0
000000000
0,�0,., 0,0„0
p�
3 Sections @ 6.78'=20.33'
New Hand Rail
4 Sections @ 6.331=
25.33'
co
) 0 0v 0 occ
0000(
)0000
0000(
)0000
0000(
) 0 0 0 0
0000(
)0000
® ® ®
New Hand Rail
4.24'
New Hand Rail
Existing Walk
Existing Walk
�
l �
NE Corner Hand Rail
SE Corner Hand Rail
SE Corner Pedestrian Rail
Location
Lin. Ft.
Location
Lin. Ft.
Location
Lin. Ft.
East Side of Ramp
20.33
East Side of Ramp
25.33
Center Wall
27.64
Center of Ramp
41.83
Center of Ramp
51.83
West Side of Ramp
20.33
West Side of Ramp
25.33
/�j CITY OF HASTINGS,
Ates,_ `'
/) ENGINEERING DEPT. CO
\
-
NE Corner Pedestrian RailProject
L "
9th Street - Burlington to Elm Ave.
Location
Lin. Ft.
Prof. No' URB -5514(4) CN 42705
Center Wall
20.61-14V
&� C3
;4-Y
I9th
Description
& Kansas Ramps Rail Plan
-
-- is* %
4.•
Design By
B.K.
Date
2/2013
Contractor
_%;
I
►I''
Drown By B.K.
APProvee By
gym. No.
8" Typ.
CC
0
0
0
0
ca
0
M
t
4
.4
a
e
4
5' Walk
8" Typ.
4 4 4
a
4
4
a
CO
5' Walk
N
8" Typ.
a. E
a
4
a
#4 Rebar @ 12" O.C. each way
H.&V.
r
a
s.
a
e
d
2
to
Typical Cross Section of Ramp Detail
Scale: None
Varies
1'-0" Min.
'I
11 I11-111-1
-7111_=111-11"-=1
Handrail Detail
Scale: None
1-'
1 1/2" O.D. Steel Tube
5" x 5" x 1/2" Steel Bolting Flange- Cont.
Weld to Steel Tube & Grind Smooth
5" Concrete Walk
3/4"
0
0
0 0
5"
8" Typ.
co
G)
>
#4 Rebar @ 12" O.C. each way
H.&V.
Typical Retaining Wall Detail
Scale: None
NOTE:
The Stud Concrete Anchors Shall Be
Stainless Steel and Have A Minimum
Pullout Strength of 8000 Pounds
Based on 4000 PSI Concrete.
Provide 1/4" Radius
On Corners- Typ.
Bolting Flange Detail- Typ.
Scale: None
Varies
3'-0" To Handrail 1
N
PROJECT NO.
SHEET NO.
URB -5514(4)
10
C.N. 42705
Barrier Curb Detail
111=111=111=111=111=1 II
III -111-111-111-111-1
'1I 1�1=1�1=1�I-III
I I_111=111—I I I
Pedestrian Rail Detail
Scale: None
Scale: None
1 1/2" O.D. Steel Tube
3/4" x 3/4" Steel Tube Picket
4 1/2" O.C.- Typ.
5" x 5" x 1/2" Steel Bolting Flange- Cont.
Weld to Steel Tube & Grind Smooth
/ Reinforeced Concrete Wall
$,CITY OF HASTINGS,
ENGINEERING DEPT. '7'0
Project
9th Street - Burlington to Elm Ave.
Proj. No.
URB -5514(4) CN 42705
Description
9th & Kansas Ramps Details
Design By
B.B./ B.K.
Drown By
B.B./ B.K.
Date 2/2013
Approved BY
Contractor
Dm. No. 1 0
Roadway Design Division
M
L
O
JOINT SEALANT
FLOW
1"
9„
8"
1" PREFORMED
EXPANSION JOINT FILLER
CONCRETE BARRIER CURB
QUANTITIES
CONCRETE 4.55 CU. YDS./STA.
AREA 1.228 SQ. FT.
JOINT SEALANT
9„
1" PREFORMED
EXPANSION JOINT FILLER
CONCRETE MEDIAN CURB
QUANTITIES
CONCRETE 4.42 CU. YDS./STA.
AREA 1.192 SQ. FT.
NOTE: ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERVALS OF NOT MORE THAN
100' THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE I.
9„
1"
8"
r1" R
C ' ♦ s
♦ L
G a
o p A A A• > •
d e A s A' _ p A. D .
•
NOTE: MAY BE USED WHEN T IS LESS THAN 12"
INTEGRAL CONCRETE BARRIER CURB
QUANTITIES
CONCRETE 1.33 CU. YDS./STA.
AREA 0.359 SQ. FT.
NO. 4 LONGITUDINAL BAR TO BE
GAPPED AT CONTRACTION JOINT
LOCATIONS; 3" MIN., 6" MAX.
NO. 5 x 8" TIE BARS
AT 5'-0" CENTERS
NOTE: USE WHEN T IS 12" OR GREATER
INTEGRAL CONCRETE BARRIER CURB
ALTERNATE TYPE
QUANTITIES
CONCRETE 1.33 CU. YDS./STA.
AREA 0.359 SO. FT.
1'-0"
A • A •• A
A'
♦ e ♦
zkr
INTEGRAL CONCRETE SLOPING CURB
QUANTITIES
CONCRETE 0.62 CU. YDS./STA.
AREA 0.167 SQ. FT.
1'-0"
A A •
t D ♦ >
p.
:A
• . A
p D e . p •
INTEGRAL CONCRETE
SLOPING CURB
QUANTITIES
CONCRETE 0.46 CU. YDS./STA.
AREA 0.123 SQ. FT.
CONTRACTION JOINTS SHALL
BE CONSTRUCTED TO MATCH
LOCATION OF EXISTING JOINTS
EXISTING
CONCRETE PAVEMENT
JOINT SEALANT
FLOW
A X, R
1,-0"
11
1" PREFORMED
EXPANSION JOINT FILLER
FLOW
1,-0"
CONCRETE CURB,*
TYPE I
QUANTITIES
CONCRETE 5.22 CU. YDS./STA.
AREA 1.408 SQ. FT.
NO. 4 LONGITUDINAL BAR TO BE
" GAPPED AT CONTRACTION JOINT
LOCATIONS; 3" MIN., 6" MAX.
R
THE AREA BETWEEN CURB AND
EXISTING CONCRETE PAVEMENT
TO BE CLEANED AND ROUGHENED
AS DIRECTED BY THE ENGINEER
3"
NO. 5 x 8" TIE BARS AT 5'-0" CENTERS
TO BE DRILLED AND GROUTED INTO EXISTING
CONCRETE PAVEMENT (WITH APPROVED GROUT)
CONCRETE CURB,
TYPE II
QUANTITIES
CONCRETE 0.87 CU. YDS./STA.
AREA 0.234 SQ. FT.
9„
e . e ♦ - -
p A
♦ .e A' •d' • A p •
a
EROSION CONTROL CURB
QUANTITIES
CONCRETE 0.81 CU. YDS./STA.
AREA 0.219 SQ. FT.
INTEGRAL CONCRETE CURB
QUANTITIES
CONCRETE 0.89 CU. YDS./STA.
AREA 0.239 SQ. FT.
No. 4 LONGITUDINAL BAR TO BE
GAPPED AT CONTRACTION JOINT
LOCATIONS; 3" MIN., 6" MAX.
SAW CUT 4" MIN.
DEPTH
x %" JOINT FILLER RESERVOIR
CONTRACTION JOINT THRU CURB
NO. 5 x 8" TIE BARS
AT 5'-0" CENTERS
INTEGRAL CONCRETE CURB
ALTERNATE TYPE
QUANTITIES
CONCRETE 0.87 CU. YDS./STA.
AREA 0.234 SQ. FT.
NOTE: T = PAVEMENT THICKNESS
RIO
R9
R8
REV. NO.
FEB 09
MAR.05
MAY 01
DATE
MULTIPLE REVISIONS
MULTIPLE REVISIONS
MULTIPLE REVISIONS
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 30 I -R I 0
PAVEMENT DETAILS
ORIGINAL:
JANUARY 3 I , 1974
DATE
Roadway Design Division
C M
Uo
0
O N
a)
O^Ow
fM 0 V)
NOTES:
1" DIA. x 18" DOWEL BARS, T=6" TO 8"
1" DIA. x 18" DOWEL BARS, T OVER 8"
EXPANSION TUBE
EXISTING SLAB
NEW SLAB
GREASE DOWELBAR ON EXPANSION TUB SIDE
1" PREFORMED EXPANSION JOINT FILLER
JOINT SEALANT
DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED.
DOWEL BARS SHALL BE PLACED AT 1'-0" CENTERS. THE OUTSIDE DOWEL BAR SHALL BE
PLACED 6" FROM THE EDGE OF THE SLAB.
THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW
CONCRETE ABUTS THE EXISTING CONCRETE.
DOWEL BARS SHALL BE PLACED PARALLEL TO THE ROADWAY € AND TO THE ROADBED.
EXPANSION JOINT
(SUBSIDIARY)
NO. 5 x 18" TIE BARS AT 33"
CENTERS TO BE DRILLED AND
GROUTED INTO EXISTING SLAB.
ASPHALTIC CONCRETE
S
1,-0"
•
•
9'4
s. . •
! n
. s. •
•
EXISTING SLAB -' VARIABLE
CONCRETE BASE COURSE W/INTEGRAL CURB
EXISTING SLAB
NO. 5 x 18" TIE BARS AT 33"
CENTERS TO BE DRILLED AND
GROUTED INTO EXISTING SLAB.
• • e ' s
•
•
a
e e e
VARIABLE
1,-0"
> D > D
• •
o • ' e •
•
• s
•
•
•
THE FOLLOWING NOTE IS TYPICAL FOR CONCRETE BASE COURSE
W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING:
CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED
TO MATCH LOCATIONS OF EXISTING JOINTS.
CONCRETE PAVEMENT WIDENING
ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS
THE FULL WIDTH OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE
THAN 49'-0'.
LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS
WHEN SURFACING WIDTH IS 16' OR GREATER.
TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS
AT INTERVALS OF NOT MORE THAN 8'.
TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED.
JOINT SEALANT
3' MIN.
SLOPE 2'.
i
J
R .
4 R .:
1" PREFORMED
EXPANSION JOINT FILLER
JOINT SEALANT
L
DETAILS OF CONCRETE MEDIAN SURFACING
1" PREFORMED
EXPANSION JOINT FILLER
1,-0"
2"
v
A
jti
r
VARIABLE
ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERSECTION
RETURNS AND WHERE SHOWN ON THE PLANS. TRANSVERSE JOINTS SHALL
BE PROVIDED EVERY 8' OR WHERE SHOWN ON THE PLANS.
NOTE: RECESS THE EXPANSION JOINT FILLER %" FROM THE
TOP SURFACE OF THE CURB TYPE UNDER CONSTRUCTION
DETAIL FOR CUTTING EXPANSION JOINT FILLER
VARIABLE
(2'-0" MIN. TO 3'-6" MAX.)
COMBINATION CONCRETE CURB & GUTTER
12" OPENING
FOR SIGN POST
SIM
A
1'-6" 4' MIN.
1" PREFORMED
EXPANSION JOINT FILLER
W/JOINT SEALANT
12" OPENING
FOR SIGN POST
B
PLAN
A
4" MEDIAN SURFACING
1'-6" 4
MIN.
JOINT SEALANT
zot
1" PREFORMED
EXPANSION JOINT FILLER
SECTION A -A
DETAIL AT END OF MEDIAN ISLAND
LENGTH AS SHOWN ON PLANS
8' MIN. FOR 6" CURB
6' MIN. FOR 4" CURB
1" PREFORMED
EXPANSION JOINT FILLER
W/JOINT SEALANT
4" MEDIAN SURFACING -
4110 - net ar
NaNglia
1'-6"
II
1" PREFORMED
EXPANSION JOINT FILLER
A
4' MIN.
JOINT SEALANT 1
_C
PLAN
R_, > D > • >
•
•
•
TOP OF SLAB
SECTION C -C
a a
SECTION B -B
CONCRETE ISLAND NOSE
D
CONCRETE PAVEMENT
SECTION D -D
NOTE:
EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE.
DETAILS OF CONCRETE ISLAND NOSE
LEFT IN PLACE
CONCRETE HEADER
NOTE: T = PAVEMENT THICKNESS
B
RIO
R9
R8
REV. NO.
FEB 09
MAR.05
MAY 01
DATE
MULTIPLE REVISIONS
MULTIPLE REVISIONS
MULTIPLE REVISIONS
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.301-RIO
P VEMENT DETAILS
ORIGINAL:
JANUARY 31, 1974
DATE
C
0
Roadway Design
1'-0
= -
s e s ♦
s s s s
s • s • s
♦ A A
A • ,
• A ' O ' , • O
INTEGRAL CURB
JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
DETAILS OF CURB DROPS
R
BARRIER CURB
5' WALK
(4' MIN.)
SIF
G
\.
VARIES
N
•
R
X
5'
3.00'
10'
4.36'
15'
5.38'
20'
6.24'
25'
7.00'
30'
7.68'
35'
8.31'
40'
8.89'
F
1'-0"
X
R = RADIUS
X =
(X & R IN FEET)
G
La
CONTRACTION
JOINT
E
#4 REBAR, 4'-0" LONG
DRIVEWAY PLAN
2" SLOPING CURB
4' MIN.
,
e• A
• •
e
• ♦ ,
, e
A e
e
A '
A ' • A'•
•
t.tya
•
e .
♦ ♦A
♦ ♦ ♦ o
I
SECTION E—E (RURAL DRIVEWAY)
1,_0„
JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
SECTION E -E (URBAN DRIVEWAY)
JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
SECTION F -F (URBAN DRIVEWAY)
TOP OF CURB + 0" MINIMUM
TRANSITION SIDEWALK TO MEET DRIVE
(DISTANCE VARIES)
RISE LESS THAN 6" (8% SLOPE)
RISE GREATER THAN 6" (5% SLOPE)
SLOPE
io
A A e A s sf2TA'
"
VARIABLE
i
SECTION G -G
LD
R=RISE
d-34» ! .s A. .'e. ."e. •"A• M"R s -E
,T s e s
s - s s� . s >'
e•
e -s • , • , 'A • , • A
VARIABLE
CROSSWALK DRIVEWAY
SLOPE TOWARD STREET 2%
ryt" p D u .g„ p
VARIABLE
(3)
SIDEWALK
10' DES.
(4' MIN.)
C M
o, LL
P o
iD
O M
o
o:w
0
0 N
(1) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN 218:
(2) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN t15%
(3) 10' MIN. ROUNDING IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN +22%
5' SIDEWALK
(4' MIN.)
(1)
PROFILE URBAN DRIVEWAY WITH SIDEWALK
(MAXIMUM PERCENT OF GRADE)
NOTE:
1" PREFORMED EXPANSION JOINT FILLER SHALL
BE PLACED IN ALL SIDEWALKS OR CROSSWALKS
AT INTERVALS OF NOT MORE THAN 50'-0", AND
AT ALL POINTS WHERE SIDEWALKS OR CROSSWALKS
ARE ADJACENT TO CURB. IF SIDEWALK OR
CROSSWALK TO BE CONSTRUCTED IS LESS THAN
50'-0" IN LENGTH, ONE SUCH EXPANSION JOINT
SHALL BE PLACED AS DIRECTED BY THE ENGINEER.
NOTE: T = PAVEMENT THICKNESS
RIO FEB 09 MULTIPLE REVISIONS
R9 MAR.05 MULTIPLE REVISIONS
R8 MAY 01 MULTIPLE REVISIONS
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 30I -RIO
PAVEMENT DETAILS
ORIGINAL:
JANUARY 3 I , 1974
DATE
ROADWAY DESIGN DIVISION
DRDESIGN55
m
a
0
0
U
User: dor13017
25 -SEP -2012 09:04
+
0
a
C
CP
3030-0-E-01
M ••
O -'4"
M F--
Nw
4) OW
-Ox00
TRANSITION
RAMP
L
TRANSITION
RAMP TRANSITION
*2% TYP —
-
* 2% TYP.
PROPOSED GUTTERLINE
MATCH EXISTING
—
MATCH EXISTING
EXISTING GUTTERLINE
* 2% PREFERRED WHERE TRAFFIC STOPS, UP TO 5% ALLOWED
WHERE TRAFFIC CONTINUES THROUGH THE CROSSWALK
WITHOUT STOPPING (INCLUDING TRAFFIC SIGNALS).
GUTTER PROFILE DETAIL
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4
4'-0" TURNING SPACE
SEE NOTE 4
6'-0" TYP. (5" RISE)
15'-0" MAXIMUM
BROOMED SURFACE
DETECTABLE WARNING PANEL
PLACEMENT DETAIL
DETECTABLE WARNING PANEL
SEE PLACEMENT DETAIL
AND SHEET 1 NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
1.5% TYP. (8.3% MAX.)
4% SHOULDER SLOPE
2'-0" " 1'-0
7
8" DEPTH TYP.
TYPICAL RAMP PROFILE
1.5% TYP. (8.3% MAX.)
FLOW LINE OF GUTTER
A INDICATES %" (MAX.) PREFORMED
EXPANSION JOINT FILLER WITH JOINT SEALANT
MEDIAN CROSSING
TEC�A65 PACED
PANEL
4% (TYP.)
GUTTER LINE
4'-0" MIN.
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0'0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°° 0 000 0 0 0 0 0 0 0 0 °O 00 00 00 0000 000 0 0 o ° 00
00°°°000000000000000000000
0°°00 p 00000000000000000 0000
00 000000000000000000000 °°°o
°°°0 000000000000000 0o
00°ppOp00000000000000 00 000
00pp0000000000000000000_000
0 00 v0p0
F
4'-0" MIN.
W
ti
DETECTABLE WARNING PANELS
1'-0"
NEW EXISTING
NO BEVELING
REMOVE CONCRETE CURB
TO THIS LINE
NEW EXISTING
BEVEL AS REQUIRED
WHEN EXISTING SIDEWALK DOES NOT MEET THE 2% CROSS SLOPE, BEVELING TO MEET PROWAG IS REQUIRED.
THE SIDEWALK PANEL ABUTTING THE EXISTING SIDEWALK (WHICH MAY NOT BE 2% SLOPE): BUILD FULL
WIDTH OF THE NEW SIDEWALK, ON 2% MAXIMUM CROSS SLOPE AND BEVEL THE EXISTING SIDEWALK EDGE
WHERE IT DOES NOT MEET THE NEW WITHIN %", THIS WORK IS SUBSIDIARY.
BEVELING DETAIL
MATCH RAMP SLOPE 1.5% TYP. (8.3% MAX.)
REMOVE CONCRETE CURB
TO THIS LINE
EXTENSION OF SHOULDER SLOPE
NOTE:
COMBINATION CONCRETE CURB AND GUTTER MAY BE
REMOVED AND REPLACED IN LIEU OF MILLING.
CURB DETAIL
NOTES:
1.
THE SURFACE OF ALL CURB RAMPS SHALL BE
BROOMED PERPENDICULAR TO THE SLOPE OF THE
CURB RAMP.
2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM
GRADE ON THE CURB RAMP, FREE OF SAGS AND
SHORT GRADE CHANGES.
3. ALL CURB RAMPS SHALL BE CONSTRUCTED WITH A
DETECTABLE WARNING PANEL (DWP), 2 FT. x 4 FT.
MINIMUM. PLACED WITHIN 2" OF THE BACK OF CURB.
DETECTABLE WARNING PANEL:
- SHALL BE PAID FOR BY THE SQ. FT.
- SHALL BE FROM THE APPROVED PRODUCT LIST
SHALL BE A CONTRASTING COLOR TO THE
SURROUNDING SURFACING.
- SHALL EXTEND THE FULL WIDTH OF THE CURB
RAMP.
NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE
DETECTABLE WARNING PANELS.
4. TURNING SPACE SHALL HAVE MINIMUM DIMENSIONS
OF 4 FT. x 4 FT. AND SHALL BE A MINIMUM OF
1 FT. FROM ANY OBSTACLE SUCH AS A CURB OR
RETAINING WALL FOR SWING OF WHEELCHAIR FOOT
REST. THE SLOPE SHALL BE 2% MAXIMUM IN ANY
DIRECTION.
5. THE WORK OF CONSTRUCTING CURB RAMPS
SHALL BE INCLUDED IN THE QUANTITIES
FOR "CONCRETE SIDEWALKS", "CONCRETE
MEDIAN SURFACING" OR "CONCRETE BIKEWAY".
THE WORK OF MODIFICATION OF NEW OR EXISTING
CURB WILL NOT BE PAID FOR DIRECTLY, BUT WILL
BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF
WORK FOR WHICH DIRECT PAYMENT IS MADE.
O 0 0
O 0 0
O 0 0
O 0
0
0
I...WWI
)0000 e
0000..
LEGEND
DETECTABLE WARNING PANEL (DWP)
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
RI
REV. NO.
FEB /3 ALL OF PLAN REWORKED (PROWAG)
DATE DESCRIPTION OF REVISION
SLOPE LEGEND
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.303-RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONAL HIGHWAY SYSTEM
P4441-oulamthAret<i
/d-12 2 -012 -
DATE
ORIGINAL:
MARCH 22, 2010
DATE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
2.0% MAX. SLOPE
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.303-RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONAL HIGHWAY SYSTEM
P4441-oulamthAret<i
/d-12 2 -012 -
DATE
ORIGINAL:
MARCH 22, 2010
DATE
ROADWAY DESIGN DIVISION
Computer: DRDESIGN55
User: dor13017
Date: 25 -SEP -2012 09:04
C
o7
4) 0
0 0l. -
o ro
M
ow-'
M
m
ow
- U=
U NN
0
W
0
0
M
0
m
W = WIDTH OF SIDEWALK (5'–O" TYP.
R1 = RAMP WIDTH (4'-0" MIN. )
R2 = RAMP WIDTH (5'-0" MIN.) WITH
VERTICAL OBSTACLE
SEE BEVELING
DETAIL SHEET 1
I I
I I
I I
I I
\Y EXISTING MATCH EXISTING
SEE BEVELING DETAIL SHEET 1
CONCRETE
15'-0" MAX.
00000
00000
00000
00000
00000
00000
00000
00000
00000
1'-0" TAPER OPTION
(ADJACENT TO NON–CONCRETE)
\
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
TURNING SPACE y
SEE SHEET 1 NOTE 4
SEE BEVELING
DETAIL SHEET 1
*
[EXISTING
4
4,
4,
4/
4/
4 y 4/
4/
y
4/
CROSSWALK
/
EXISTING /
CONCRETE (USE FLARES)
TURF (USE CURBS)
GUTTER LINE
FLARE OPTION
(ADJACENT TO CONCRETE)
CURB TRANSITION
A
CROSSWALK
MATCH EXISTING MATERIAL
SELECT TAPER/FLARE BASED
ON ADJACENT MATERIAL
WHERE W IS 9 FT. OR LESS, R = W (MIN. WIDTH = 4 FT )
WHERE W IS GREATER THAN 9 FT., R = 4 FT., EXCEPT
BIKE PATH/TRAIL. SEE SHEET 1 NOTE 5.
TYPE A PLAN
SEE BEVELING DETAIL SHEET 1
CONCRETE
..e
wit
IPI
irfr
.�47 Air
z_i2i2i!�� GUTTER LINE
Are
000 o /. •�7
Go 00
0000 0
00op
0 �.
CROSSWALK
0
00
000 00 00
0 0
CROSSWALK
4'-0" TURNING SPACE
SEE SHEET 1
NOTE 4
1.5%
CONCRETE (USE FLARES)
TURF (USE CURBS)
ISOMETRIC VIEW
6'-0" TYP. (5" RISE)
15'-0" MAXIMUM
BROOMED SURFACE
8.3°, MAX SLOPE
4.
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
%" (MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 1
4% SHOULDER SLOPE
2'-0" 1'-0"
8" DEPTH TYP.
TYPE A CROSS SECTION
SECTION A -A
G
0
C
0
O 0 0
O 0
O 0 0
W W .
W W W
M.....
1000004
IMO*
LEGEND
DETECTABLE WARNING PANEL (DWP)
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
SEE BEVELING DETAIL SHEET 1
W = WIDTH OF SIDEWALK (5'-0" TYP. )
R1 = RAMP WIDTH (4'-0" MIN. )
R2 = RAMP WIDTH (5'-0" MIN.I WITH
VERTICAL OBSTACLE
SEE BEVELING
DETAIL SHEET 1
CURB OR WALL
AS NECESSARY
FOOT REST SWING
SEE SHEET 1 NOTE 4
I I
EXISTINGI
VARIES
SEE BEVELING
DETAIL SHEET 1
EXISTING
I CROSSWALK
CURB OR WALL
AS NECESSARY
GUTTER LINE
TURNING SPACE
SEE SHEET 1 NOTE 4
I_3/43/4_7 CROSSWALK
TURNING SPACE
SEE SHEET 1 NOTE 4
TYPE B PLAN
SEE BEVELING DETAIL SHEET 1
EXISTING
TURNING SPACE
SEE SHEET 1
NOTE 4
TURNING SPACE
SEE SHEET 1
NOTE 4
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4 —\
OBSTACLE
SEE SHEET
NOTE 4
IIIAII = r. <
CROSSWALK
4'-0" TURNING SPACE
SEE SHEET 1 NOTE 4
1.5%
A
2'-0„
1'-0"
SLOPE LEGEND
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
8" DEPTH
(TYP.)
ISOMETRIC VIEW
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 1
4% SHOULDER SLOPE
i .'p••
c c• a .a' c ": < e
TYPE B CROSS SECTION
SECTION A -A
CROSSWALK
GUTTER LINE
RI
FEB /3
ALL OF PLAN REWORKED (PROWAG)
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.303-RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONA - _WAY SYSTEM: LL1r
ld-/2 —2-a/2--
DATE
ORIGINAL:
MARCH 22, 2010
DATE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
2.0% MAX. SLOPE
41111111
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
Crn
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
8" DEPTH
(TYP.)
ISOMETRIC VIEW
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 1
4% SHOULDER SLOPE
i .'p••
c c• a .a' c ": < e
TYPE B CROSS SECTION
SECTION A -A
CROSSWALK
GUTTER LINE
RI
FEB /3
ALL OF PLAN REWORKED (PROWAG)
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.303-RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONA - _WAY SYSTEM: LL1r
ld-/2 —2-a/2--
DATE
ORIGINAL:
MARCH 22, 2010
DATE
ROADWAY DESIGN DIVISION
Computer: DRDESIGN55
User: dor13017
Date: 25 -SEP -2012 09:05
c
0
0
090
M ••
0 rN
M•
�w
ai vw
Is VW)
0
w
0
0
M
0
M
U_
SEE BEVELING DETAIL SHEET 1
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R1 = RAMP WIDTH (4'-0" MIN.)
R2 = RAMP WIDTH (5'-0" MIN.) WITH
VERTICAL OBSTACLE
SEE BEVELING
DETAIL SHEET 1
CURB OR WALL
AS NECESSARY
CURB OR WALL
AS NECESSARY
9
I'
15'-0" MAX.
4/
CURB OR WALL 4i
AS NECESSARY
SEE BEVELING
DETAIL SHEET 1
CURB OR WALL
AS NECESSARY
TURNING SPACE
SEE SHEET 1
NOTE 4
CROSSWALK
9
GUTTER LINE
FOOT REST SWING
SEE SHEET 1 NOTE 4
TURNING SPACE
SEE SHEET 1 NOTE 4
CROSSWALK
TYPE C PLAN
SEE BEVELING DETAIL SHEET 1
1'-0" FOR FOOT REST
SWING SEE SHEET 1 NOTE 4
OBSTACLE
SEE SHEET 1
NOTE 4
IliPllla • •
•
•
4'-0" TURNING SPACE
SEE SHEET 1 NOTE 4
1.5%
O
ISOMETRIC VIEW
2'-0" 1'-0"
t
8" DEPTH (TYP.)
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
34" (MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 1
4% SHOULDER SLOPE
•p p.0 •p•• •. p.•• p•
••p. •
.... • O • D p.e p • D . • D. a • D
•
TYPE C CROSS SECTION
SECTION A -A
GUTTER LINE
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R1 = RAMP WIDTH (4'-0" MIN.)
R2 = RAMP WIDTH (5'-0" MIN.) WITH
VERTICAL OBSTACLE
SEE BEVELING
DETAIL SHEET 1
EXISTING
SEE BEVELING
DETAIL SHEET 1
SEE BEVELING DETAIL SHEET 1
EXISTING
CURB OR WALL
AS NECESSARY
GUTTER LINE
TURNING SPACE
SEE SHEET 1 NOTE 4
15'-0" MAXIMUM
c3
TURNING SPACE
SEE SHEET 1 NOTE 4
CURB OR WALL
AS NECESSARY
FOOT REST SWING
SEE SHEET 1
NOTE 4
CROSSWALK
CROSSWALK
TYPE D PLAN
SEE BEVELING DETAIL SHEET 1
EXISTING
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4 �
OBSTACLE
SEE SHEET
NOTE 4
aII®II
1111E111FCROSSWALK r•
CROSSWALK
........4 4...,.
/mo ���
i
CROSSWALK
ISOMETRIC VIEW
4'-0" TURNING SPACE
SEE SHEET 1 NOTE 4
1.5°.
SLOPE LEGEND
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
2'-0"
8" DEPTH
1'-O„
(TYP.)
DETECTABLE WARNING PANEL
SEE PLACEMENT DETAIL
AND SHEET 1 NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 1
4% SHOULDER SLOPE
p p • C ,„p - - . 4 • D p-.
• .
TYPE D CROSS SECTION
SECTION A -A
GUTTER LINE
0
0
0
0
O 0 0
O 0 0
O 0 0
W W•
J• W 4'
rata
awwi
LEGEND
DETECTABLE WARNING PANEL (DWP)
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
RI
FEB 13
ALL OF PLAN REWORKED (PROWAG)
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 303 -RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONA ._.,WAY SYSTEM:
ilfil�G(R'Re•
/Or /Z.-2vA_--
DATE
ORIGINAL:
MARCH 22, 2010
DATE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
2.0% MAX. SLOPE
1
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
CM
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
2'-0"
8" DEPTH
1'-O„
(TYP.)
DETECTABLE WARNING PANEL
SEE PLACEMENT DETAIL
AND SHEET 1 NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 1
4% SHOULDER SLOPE
p p • C ,„p - - . 4 • D p-.
• .
TYPE D CROSS SECTION
SECTION A -A
GUTTER LINE
0
0
0
0
O 0 0
O 0 0
O 0 0
W W•
J• W 4'
rata
awwi
LEGEND
DETECTABLE WARNING PANEL (DWP)
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
RI
FEB 13
ALL OF PLAN REWORKED (PROWAG)
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 303 -RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONA ._.,WAY SYSTEM:
ilfil�G(R'Re•
/Or /Z.-2vA_--
DATE
ORIGINAL:
MARCH 22, 2010
DATE
ROADWAY DESIGN DIVISION
Computer: DRDESIGN55
User: dor13017
Date: 25 -SEP -2012 09:05
0
w
0
0
M
0
M
c
a)0
00 r0
w
0 0
w
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R7 = RAMP WIDTH (4'-0" MIN.)
R2 = RAMP WIDTH (5'-0" MIN.) WITH
VERTICAL OBSTACLE
A
SEE BEVELING DETAIL SHEET 1
000 00 000000000
0000000000.000
0000000000.000
0000000000.0000
00000000000000
00000000000000
0000000000.000
CROSSWALK
A
GUTTER LINE
WHERE W IS
R = W (MIN.
WHERE W IS
R=4FT.,
PATH/TRAIL.
9 FT. OR LESS,
WIDTH = 4 FT.)
GREATER THAN 9 FT.,
EXCEPT BIKE
SEE NOTE 5 (SHEET 1)
TYPE E PLAN
SEE BEVELING DETAIL SHEET 1
CROSSWALK
ISOMETRIC VIEW
4'-0" TURNING SPACE 6'-0" TYP. (5" RISE)
SEE SHEET 1
NOTE 4
15'-0" MAXIMUM
BROOMED SURFACE
GUTTER LINE
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 7
4% SHOULDER SLOPE
8" DEPTH TYP.
TYPE E CROSS SECTION
SECTION A -A
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R1 = RAMP WIDTH (4'-0" MIN.)
R2 = RAMP WIDTH (5'-0" MIN.) WITH
VERTICAL OBSTACLE
SEE BEVELING
DETAIL SHEET 7
CURB OR WALL
AS NECESSARY
FOOT REST SWING
SEE SHEET 7 NOTE 4
6'-0"
NEE
4'—O"
TURNING SPACE
SEE SHEET 1 NOTE 4
*
d00IIIIIIIIIIIIIIIIIIIII
y CURB
r
1
1
1
0000000000
0000000000
0000000000
0000000000
0000000000
0000000 00
0000000 00
1
1
a000>FLARE
)0000>
)0000 j
)0000>
0000
)0000
CONCRETE
SEE BEVELING DETAIL SHEET 7
CROSSWALK
SEE BEVELING
DETAIL SHEET 1
EXISTING
CURB OR WALL
AS NECESSARY
A
TURNING SPACE
SEE SHEET 1 NOTE 4
TYPE F PLAN
SEE BEVELING DETAIL SHEET 1
CROSSWALK
ISOMETRIC VIEW
1'-0" FOR FOOT REST
SWING SEE SHEET 7 NOTE 4
4'-0" TURNING SPACE
6'-0" TYP. (5" RISE)
SEE SHEET 7
NOTE 4
15'-0" MAXIMUM
BROOMED SURFACE
SLOPE LEGEND
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
[2'-0"
8" DEPTH TYP.
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 7
4% SHOULDER SLOPE
ala
TYPE F CROSS SECTION
SECTION A -A
EXISTING
0
0
0
0
O 0 0
O 0
O 0 0
0
W W
W W W
tei
reea
1000004
MOS 0_0
LEGEND
DETECTABLE WARNING PANEL (DWP)
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
RI
FEB /3
ALL OF PLAN REWORKED (PROWAG)
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 303 -RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONAL HIGHWAY SYSTEM:
ORIGINAL:
MARCH 22, 2010
DATE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
2.0% MAX. SLOPE
-41111
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PROJECT MANAGER.
[2'-0"
8" DEPTH TYP.
DETECTABLE WARNING PANEL
SEE SHEET 1 PLACEMENT
DETAIL AND NOTE 3
JOINT SEALANT
(MAX.) PREFORMED
EXPANSION JOINT FILLER
CURB DETAIL SEE SHEET 7
4% SHOULDER SLOPE
ala
TYPE F CROSS SECTION
SECTION A -A
EXISTING
0
0
0
0
O 0 0
O 0
O 0 0
0
W W
W W W
tei
reea
1000004
MOS 0_0
LEGEND
DETECTABLE WARNING PANEL (DWP)
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
RI
FEB /3
ALL OF PLAN REWORKED (PROWAG)
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 303 -RI
CURB RAMPS
ACCEPTED BY FHWA FOR USE ON THE
NATIONAL HIGHWAY SYSTEM:
ORIGINAL:
MARCH 22, 2010
DATE
Roadway Design Division
C N
V La -
0
0
f)
o I-
0 ew
No=
631®4/1
CHANNELIZATION DEVICES
THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN DRIVERS OF CONDITIONS CREATED
BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMP-
ORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNEL-
IZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR MARKERS, VERTICAL
PANELS, DRUMS, BARRICADES, TEMPORARY RAISED ISLANDS, AND BARRIERS.
DEVICES USED FOR CHANNELIZATION SHOULD PROVIDE FOR SMOOTH AND GRADUAL TRAFFIC
MOVEMENT FROM ONE LANE TO ANOTHER, ONTO A BYPASS OR DETOUR, OR TO REDUCE THE
WIDTH OF THE TRAVELED WAY. THEY MAY ALSO BE USED TO SEPARATE TRAFFIC FROM THE
WORK SPACE, PAVEMENT DROP-OFFS, PEDESTRIAN PATHS, OR OPPOSING DIRECTIONS OF TRAFFIC.
CHANNELIZING DEVICES SHOULD BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICT-
ABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK, THE DEVICE SHOULD
YIELD OR BREAK AWAY, AND FRAGMENTS OR OTHER DEBRIS FROM THE DEVICE SHOULD NOT
PENETRATE THE PASSENGER COMPARTMENT OF THE VEHICLE OR BE A POTENTIAL HAZARD
TO WORKERS OR PEDESTRIANS IN THE IMMEDIATE AREA.
SPACING OF CHANNELIZING DEVICES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO THE
SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE
SPEED WHEN USED FOR TANGENT CHANNELIZATION.
SPACING OF CHANNELIZATION DEVICES
SPEED
(MPH)
S
SPACING OF DEVICES
IN FEET
TAPER
TANGENT
25
25 FT
50 FT
35
35 FT
70 FT
45
45 FT
90 FT
55
55 FT
110 FT
65
65 FT
130 FT
70
70 FT
140 FT
75
75 FT
150 FT
WARNING LIGHTS ON CHANNELIZ NG DEVICES. CONSIDERATION SHOULD BE GIVEN TO FOG OR
SNOW AREAS, SEVERE ROADWAY CURVATURE, AND USUALLY CLUTTERED ENVIRONMENTS.
FLASHING WARNING LIGHTS SHALL BE PLACED ON CHANNELIZING DEVICES USED SINGLY OR IN
GROUPS TO MARK A SPOT CONDITION. STEADY -BURN WARNING LIGHTS MAY BE USED ON
CHANNELIZING DEVICES USED IN A SERIES.
THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH,
SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION:
D4956, FOR TYPE III SHEETING. THE COEFFICIENT OF RETROREFLECTION OF CHANNELIZING
DEVICES SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEASURED AT 0.2°
OBSERVATION ANGLE AND -4° ENTRANCE ANGLE. CANDELAS PER LUX PER SQUARE METER.
COEFFICIENT OF RETROREFLECTION
WHITE
ORANGE
RED
YELLOW
125
50
22.5
85
IN ADDITION TO THE MINIMUM COEFFICIENT OF RETROREFLECTION, THE AMERICAN TRAFFIC
SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY STANDARD FOR WORK ZONE TRAFFIC
CONTROL DEVICES" MAY BE USED AS A VISUAL GUIDE FOR DETERMINING IF A TRAFFIC
CONTROL DEVICE IS ACCEPTABLE, MARGINAL OR UNACCEPTABLE.
THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR, OR SUPPLIER MAY BE
SHOWN ON THE CHANNELIZING DEVICE BACK OR SUPPORT, BUT NOT ON THE DEVICES FACE.
THE LETTERS AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 100 SQUARE
CENTIMETERS IN TOTAL AREA.
PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURING THAT CHANNELIZING DEVICES ARE
MAINTAINED AND KEPT CLEAN, VISIBLE, AND PROPERLY POSITIONED AT ALL TIMES. DEVICES
SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR
RETROREFLECTIVITY AND EFFECTIVENESS.
REFLECTIVE WHITE
REFLECTIVE WHITE
DESIGN
DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT-
WEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT
AND HAVE AT LEAST A 18 INCHES MINIMUM WIDTH, REGARDLESS OF ORIENTATION. THE
PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. STEEL DRUMS SHALL NOT BE USED.
THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE
AND WHITE RETROREFLECTIVE STRIPES 6 INCHES TO 8 INCHES WIDE. EACH DRUM SHALL HAVE
A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES. ANY NON-RETROREFLECTIVE SPACES
BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 2 INCHES WIDE.
DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER
DEBRIS.
APPLICATION
DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY
ALSO BE USED SINGLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS. DRUMS ARE HIGHLY
VISIBLE AND HAVE GOOD TARGET VALUE, GIVEN THE APPEARANCE OF BEING FORMIDABLE
OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF DRIVERS.
DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO AN EXTENT THAT
WOULD MAKE THEM HAZARDOUS TO MOTORISTS, PEDESTRIANS, OR WORKERS. WHEN THEY ARE
USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE
BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE, CAUSING A HAZARD IF STRUCK BY A
MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM.
DRUMS
18" MIN
1/4)2-- REFLECTIVE ORANGE
OPTIONAL REFLECTIVE ORANGE
BALLAST SHALL NOT
BE PLACED ON TOP
OF ANY DRUM
:nonce in Ki7rt] '9114 "7 4 n inn,nnnn A A fl n..
BARRICADES
BARRICADE TYPE
TYPE II
TYPE III
WIDTH OF RAIL
8 INCHES MIN -
12 INCHES MAX
8 INCHES MIN -
12 INCHES MAX
LENGTH OF RAIL
36 INCHES
8 FEET **
WIDTH OF STRIPES
6 INCHES
6 INCHES
HEIGHT
36 INCHES
5 FEET
REFLECTIVE SHEETING
TYPE III
TYPE III
NUMBER OF
REFLECTORIZED
RAIL FACES
4 (TWO EACH
DIRECTION)
6 (THREE EACH
DIRECTION)
* NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER.
** WHEN LATERAL SPACE IS LIMITED, SOME TYPE III BARRICADES WITH A 4 FOOT
LENGTH OF RAIL, MAY BE ALLOWED WHEN APPROVED BY THE ENGINEER.
TYPE III BARRICADE
TYPICAL MOUNTING OF
FLASHING WARNING LIGHTS.
LIGHTS SHALL ALWAYS BE IN
VERTICAL ALIGNMENT.
TYPE II BARRICADE
BALLAST BAR
TIE CHAIN OR OTHER APPROVED METHOD
BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE
DESIGN
A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPRO-
PRIATE MARKINGS. IT IS USED TO CONTROL TRAFFIC BY CLOSING , RESTRICTING, OR
DELINEATING ALL OR A PORTION OF THE RIGHT-OF-WAY.
BARRICADES SHALL BE ONE OF TWO TYPES: TYPE II, OR TYPE III.
STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECTIVE
STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS). THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH IS 36 INCHES.
WHERE
A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE
DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND
LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWNWARD IN BOTH DIRECTIONS FROM
THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED, THE
STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES,
BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN
BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND
OR TRAFFIC.
BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT BY
ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY CREATE,
THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS AND HAVE NO RIGID STAY BRACING
FOR A -FRAME DESIGNS. TYPE II BARRICADES SHALL BE BUILT WITH LEGS OR SUPPORTS THAT
WILL COLLAPSE SE WH
EN THE BARRICADE IS TIPPED OVER OR HAS BEEN LAID DOWN.
ON HIGH-SPEED ROADWAYS OR IN OTHER SITUATIONS WHERE BARRICADES MAY BE SUSCEPTIBLE
TO OVERTURNING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY
BE PLACED ON LOWER PARTS OF THE FRAME OR STAYS TO PROVIDE THE REQUIRED BALLAST
BUT SHALL NOT BE PLACED ON TOP OF ANY STRIPED RAIL. BARRICADES SHALL NOT BE
BALLASTED BY HEAVY OBJECTS SUCH AS ROCKS OR CHUNKS OF CONCRETE.
ON THE INTERSTATE , FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT BE
USED FOR CHANNELIZATION.
THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE
BARRICADE BACK OR SUPPORT. BUT NOT ON ITS FACE.
APPLICATION
TYPE II BARRICADES ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED
THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED SINGLY OR IN GROUPS
TO MARK A SPECIFIC CONDITION, OR THEY MAY BE USED IN A SERIES FOR CHANNELIZING
TRAFFIC. TYPE III BARRICADES SHALL BE SUPPLEMENTED, WITH A LIGHTING DEVICE UNLESS
SPECIFICALLY DELETED BY THE ENGINEER TO USE SOME BARRICADES WITHOUT LIGHTS.
TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY
OR FROM CURB TO CURB. WHERE PROVISION IS MADE FOR ACCESS OF AUTHORIZED EQUIPMENT
AND VEHICLES, THE RESPONSIBILITY FOR THE TYPE III BARRICADES SHOULD BE ASSIGNED TO
A PERSON TO ENSURE PROPER CLOSURE AT THE END OF EACH WORK DAY.
WHEN A HIGHWAY IS LEGALLY CLOSED BUT ACCESS MUST STILL BE ALLOWED FOR LOCAL
TRAFFIC, THE TYPE III BARRICADE SHOULD NOT BE EXTENDED COMPLETELY ACROSS A ROADWAY.
A SIGN WITH THE APPROPRIATE LEGEND CONCERNING PERMISSIBLE USE BY LOCAL TRAFFIC
SHALL BE MOUNTED.
NORMALLY PERMANENT SIGNS MOUNTED ON BARRICADES SHALL BE ERECTED ABOVE THE
BARRICADE, THE SIGNS "ROAD CLOSED", OR "ROAD CONSTRUCTION AHEAD", FOR EXAMPLE CAN
EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE III
BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING DEVICE UNLESS SPECIFICALLY OMITTED
BY THE ENGINEER. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON
THE FACE OF BARRICADE.
REFLECTIVE
WHITE
DESIGN
CONES SHALL BE PREDOMINANTLY ORANGE, FLOURESCENT RED -ORANGE, OR FLOURESCENT
YELLOW/ORANGE, NOT LESS THAN 28 INCHES IN HEIGHT, AND SHALL BE MADE OF A MATERIAL
THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. CONES WHEN ALLOWED ON
THE INTERSTATE, FREEWAY OR EXPRESSWAY SYSTEM SHALL BE A MINIMUM OF 36 INCHES IN
HEIGHT.
CONES
6" ORANGE
z
CO
N
6" WHITE
30 LB BASE
2 1/4" MAX HEIGHT
-'▪ W
r- z
w 0
J
a
• LIJ
LJJ
CC Cr
N ..
Q
FOR NIGHTIME USE, CONES SHALL BE RETROREFLECTIVE OR EQUIPPED WITH LIGHTING DEVICES
FOR MAXIMUM VISIBILITY. RETROREFLECTION OF 28 INCH OR 36 INCH CONES SHALL BE
PROVIDED BY A WHITE BAND 6 INCHES WIDE, NO MORE THAN 3 INCHES TO 4 INCHES FROM
THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCHES WIDE WHITE BAND A MINIMUM OF 2
INCHES BELOW THE 6 INCHES BAND. LARGE REFLECTIVE CONES SHALL BE PROVIDED WITH
FOUR REFLECTIVE BANDS 6 INCHES EACH. ALTERNATING FROM THE TOP, ORANGE, WHITE,
ORANGE, WHITE, WITH A TWO INCH SEPARATION BETWEEN BANDS. WHEN APPROVED BY THE
ENGINEER, LARGE CONES MAY BE USED IN PLACE OF VERTICAL PANELS. LARGE CONES SHALL
NOT BE USED IN PLACE OF DRUMS OR TYPE II BARRICADES.
APPLICATION
TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC, DIVIDE OPPOSING TRAFFIC LANES, DIVIDE
TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION, AND
DELINEATE SHORT -DURATION MAINTENANCE AND UTILITY WORK. CONES SHALL NOT BE USED
AT NIGHT ON RURAL HIGHWAYS, UNLESS SHOWN ON THE PLANS OR AS APPROVED OR DIRECTED
BY THE ENGINEER.
STEPS SHOULD BE TAKEN TO ENSURE THAT CONES WILL NOT BE BLOWN OVER OR DISPLACED
BY WIND OR MOVING TRAFFIC. CONES CAN BE DOUBLED UP TO INCREASE THEIR WEIGHT.
SOME CONES ARE CONSTRUCTED WITH BASES THAT CAN BE FILLED WITH BALLAST. OTHERS
HAVE SPECIAL WEIGHTED BASES, OR WEIGHTS SUCH AS SANDBAG RINGS THAT CAN BE DROPPED
OVER THE CONES AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER,
SHOULD NOT PRESENT A HAZARD IF THE CONES ARE INADVERTENTY STRUCK.
VERTICAL PANELS
DESIGN
VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL
HAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE
6 INCHES, EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 36 INCHES, THEN 4 INCHES STRIPES
MAY BE USED. IF USED FOR TWO-WAY TRAFFIC, BACK-TO-BACK PANELS SHALL BE USED.
MARKINGS FOR VERTICAL PANELS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECT-
ORIZED STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION
TRAFFIC IS TO PASS).
VERTICAL PANELS SHALL BE MOUNTED UPRIGHT WITH THE TOP A MINIMUM OF 36 INCHES ABOVE
THE ROADWAY. VERTICAL PANELS NOT MOUNTED ABOVE CONCRETE BARRIERS SHALL HAVE
LEGS OR SUPPORTS THAT WILL BREAK AWAY UPON IMPACT.
APPLICATION
VERTICAL PANELS MAY BE USED TO CHANNEL TRAFFIC, DIVIDE OPPOSING LANES OF TRAFFIC,
DIVIDE TRAFFIC LANES OR IN PLACE OF BARRICADES WHERE SPACE IS LIMITED. WHEN
APPROVED BY THE ENGINEER, VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF
THE ROADWAY.
TUBULAR MARKERS
z
CD
N
DESIGN
TUBULAR MARKERS SHALL BE PREDOMINANTLY ORANGE, NOT LESS THAN 28 INCHES HIGH,
MINIMUM 2 INCHES WIDE WHEN FACING TRAFFIC, AND MADE OF A MATERIAL THAT CAN BE
STRUCK WITHOUT DAMAGING IMPACTING VEHICLES.
FOR NIGHTTIME USE, TUBULAR MARKERS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF
TUBULAR MARKERS SHALL BE PROVIDED BY TWO 3 INCHES WIDE WHITE BANDS PLACED A MAXIMUM
OF 2 INCHES FROM THE TOP, WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. THE BASE
SHALL NOT BE WIDER THAN 12 INCHES OR HIGHER THAN 2 INCHES.
APPLICATION
TUBULAR MARKERS HAVE LESS VISIBLE AREA THAN OTHER DEVICES AND SHOULD BE USED
ONLY WHERE SPACE RESTRICTIONS DO NOT ALLOW FOR THE USE OF OTHER MORE VISIBLE
DEVICES. THEY MAY BE USED EFFECTIVELY TO DIVIDE OPPOSING LANES OF TRAFFIC OR TO
DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION.
STEPS SHOULD BE TAKEN TO ASSURE THAT TUBULAR MARKERS WILL NOT BE BLOWN OVER OR
DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR
ADHESIVE, USING WEIGHTED BASES, OR WEIGHTS THAT CAN BE DROPPED OVER THE TUBULAR
MARKERS AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER, SHOULD
NOT BE ALLOWED TO PRESENT A HAZARD IF THE TUBULAR MARKERS ARE INADVERTENTLY
STRUCK. IF A NONCYLINDRICAL DEVICE IS USED, AND IT COULD BE DISPLAYED WITH A WIDTH
LESS THAN THE MINIMUM FACING TRAFFIC, IT SHALL BE ATTACHED TO THE PAVEMENT TO
ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS.
REFLECTIVE WHITE
DESIGN
OPPOSING TRAFFIC LANE DIVIDER SHALL BE A TWO SIDED UPRIGHT REFLECTORIZED ORANGE
PANEL, WITH A 12 INCHES WIDTH AND 18 INCHES HEIGHT. THE TOP OF THE PANEL SHALL BE
36 INCHES ABOVE THE PAVEMENT. THE SYMBOL ON EACH SIDE SHALL BE TWO OPPOSING BLACK
ARROWS. THE LANE DIVIDER SHALL BE MADE OF LIGHTWEIGHT MATERIAL THAT WILL YIELD
UPON IMPACT BY A VEHICLE. THE LANE DIVIDER BASE SHALL NOT BE WIDER THAN 12 INCHES
OR HIGHER THAN 2 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTITNG SURFACE BY
EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC.
APPPLICATION
OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS
TO SEPARATE OPPOSING TRAFFIC ON A TWO-LANE, TWO-WAY OPERATION.
OPPOSING TRAFFIC LANE DIVIDERS
irk
rn
REQUIRED METHOD
STOP
.' 4
FLAGGERS
TO STOP TRAFFIC
TRAFFIC PROCEED
4
EMERGENCY USE ONLY
•
•
•
•
TO ALERT AND ••
SLOW TRAFFIC ••
FLAGGER PADDLES
FLAGGER PADDLES SHALL BE A MINIMUM 18 INCH WIDE OCTAGON WITH LETTERS AT LEAST
6 INCHES HIGH, WITH A 5 FOOT RIGID HANDLE. FLAGS AND PADDLES SHALL NOT BE USED AT
THE SAME TIME. IN EMERGENCIES WHERE THE STANDARD SIGN IS NOT AVAILABLE, A RED
FLAG MAY BE USED BY FLAGGERS IN ACCORDANCE WITH THE FLAGGERS HANDBOOK. TO IMPROVE
CONSPICUITY, THE STOP/SLOW PADDLES MAY BE SUPPLEMENTED BY ONE OR TWO SYMMETRICALLY
POSITIONED FLASHING WHITE HIGH-INTENSITY LAMPS.
FLAGGERS
A FLAGGER MUST BE DRESSED FOR SAFETY. TO BE EASILY VISIBLE A FLAGGER MUST WEAR
A VEST, SHIRT, OR JACKET, AND A CAP OR HARD HAT THAT IS BRIGHT ORANGE. YELLOW,
YELLOW GREEN OR FLUORESCENT VERSIONS OF THESE COLORS (FADED OR SOILED GARMENT
WILL NOT BE ALLOWED). FOR NIGHTTIME FLAGGING THE GARMENT SHALL BE REFLECTORIZED.
FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND PROCEDURES FOR
FLAGGERS AS OUTLINED IN THE CURRENT MUTCD AND THE DEPARTMENT OF ROADS FLAGGER'S
HANDBOOK. AS REQUIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE
CERTIFIED, AND HAVE IN THEIR POSSESSION, A VALID FLAGGER CERTIFICATION CARD.
R5
OCT.98
REVISE CHANNELIZATION DEVICES, TAPER
R4
JAN.95
REWRITE
R3
AUG.88
WORDING,REFLECTIVITY
ECTN/TY
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.920-R5
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ORIGINAL:
OCTOBER 1998
DATE
Roadway Design Division
c N
0
u0
O N
0
O F-
0 t Lad
o
0
LIGHTING DEVICES
FUNCTION
CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE
TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT. IT IS OFTEN DESIRABLE AND
NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS, BARRIERS, AND CHANNELIZING
DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED.
BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED)
TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRI-
CADES, OR WITH SIGNS AND ARE INTENDED TO WARN THE DRIVER THAT THEY ARE PROCEEDING
IN A HAZARDOUS AREA. THESE LIGHTS SHALL NOT BE USED FOR DELINEATION, AS A SERIES
OF FLASHING LIGHTS IN A ROW WOULD TEND TO OBSCURE THE DESIRED PATH.
TYPE "B" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE
ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION
AREA MAY REQUIRE THAT THE LIGHTS BE MOUNTED ON TYPE III BARRICADES, SIGNS, OR
OTHER SUPPORTS. AS THESE LIGHTS ARE EFFECTIVE IN DAYLIGHT, THEY ARE DESIGNED TO
OPERATE 24 HOURS PER DAY.
TYPE "C" STEADY BURN LIGHTS AS USED HEREIN, SHALL MEAN A SERIES OF LOW WATTAGE
YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED
WAY THROUGH AND AROUND OBSTRUCTIONS IN A CONSTRUCTION MAINTENANCE AREA, THE
DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS.
FLASHING ARROW PANEL (DISPLAY)
AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS. THE MATRIX, CAPABLE OF EITHER
FLASHING OR SEQUENTIAL DISPLAYS, IS INTENDED TO PROVIDE ADDITIONAL WARNING AND
DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING TRAFFIC THROUGH OR
AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN
COMBINATION WITH APPROPRIATE SIGNS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES.
DESIGN
ARROW PANELS SHALL MEET THE SIZE AND SPECIFICATIONS OF THE MUTCD FOR TYPE C ARROW
DISPLAYS.
FLASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN
NONREFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE, TRAILER OR OTHER
SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT SHALL BE 7 FEET FROM THE ROADWAY TO
THE BOTTOM OF THE PANEL. EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS
HIGH AS PRACTICABLE.
THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL
OPERATING MODE
PANEL DISPLAY
FLASHING ARROW
L MINIMUM
SHIFTING TAPER
mar
SHOULDER TAPER
RIGHT SHOWN;LEFT
TWO-WAY TAPER
OPPOSITE
SEQUENTIAL ARROW
165
180
35
205
C.
oleo
••••:::•
270
RIGHT SHOWN;LEFT
320
OPPOSITE
SEQUENTIAL CHEVRON
495
540
50
500
•••
••
••••••
•• ••
•••••••••
•• •• ••
550
RIGHT SHOWN;LEFT OPPOSITE
FLASHING DOUBLE ARROW
65
650
4E4
780
70
FLASHING OR ALTERNATING
CAUTION
770
840
75
OR
• •
• •
900
FLASHING FLASHING
LINE CORNERS
THE ARROW PANEL SHALL HAVE A MINIMUM SIZE OF 96 INCHES WIDE AND 48 INCHES HIGH.
THE MINIMUM LEGIBILITY DISTANCE SHALL BE 1 MILE. THE PANEL SHALL CONTAIN 25 LAMP
ELEMENTS. ARROW PANEL ELEMENTS SHALL BE CAPABLE OF A MINIMUM 50 PERCENT DIMMING,
AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW 50 LUX.
THE MINIMUM ELEMENT "ON TIME" SHALL BE 50 PERCENT FOR THE FLASHING MODE AND EQUAL
INTERVALS OF 25 PERCENT FOR EACH SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE
SHALL BE NO FEWER THAN 25 NOR MORE THAN 40 FLASHES PER MINUTE.
APPLICATION
A FLASHING ARROW OR SEQUENTIAL CHEVRON MAY BE USED FOR STATIONARY OR MOVING LANE
CLOSURES. AN ARROW DISPLAY IN THE CAUTION MODE SHALL BE USED ONLY FOR SHOULDER
WORK, BLOCKING THE SHOULDER, OR ROADSIDE WORK NEAR THE SHOULDER. AN ARROW
DISPLAY SHALL NOT BE USED ON A TWO-LANE TWO-WAY ROADWAY FOR TEMPORARY ONE -LANE
OPERATION OR LANE SHIFTS. AN ARROW DISPLAY SHALL NOT BE USED ON A MULTILANE
ROADWAY TO LATERALLY SHIFT ALL LANES OF TRAFFIC, BECAUSE UNNECESSARY LANE
CHANGING MAY RESULT.
TRAFFIC SIGNALS
TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME
OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC
SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION
OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE
OF TRAFFIC CONTROL.
ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY
SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE
TRAFFIC ENGINEER.
FLOOD LIGHTS
WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINATE FLAGGER
STATIONS, EQUIPMENT CROSSINGS, AND OTHER AREAS WHERE EXISTING LIGHT IS NOT
ADEQUATE FOR THE WORK TO BE PERFORMED SAFELY.
IN NO CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR
DRIVERS. THE ADEQUACY OF THE FLOODLIGHT PLACEMENT AND ELIMINATION OF POTENTIAL
GLARE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT.
PAVEMENT MARKING
IT IS INTENDED TO THE EXTENT POSSIBLE, THAT MOTORISTS BE PROVIDED MARKINGS WITHIN
A WORK AREA COMPARABLE TO THE MARKINGS NORMALLY MAINTAINED ALONG ADJACENT
ROADWAYS, PARTICULARLY AT EITHER END OF THE WORK AREA.
ALL MARKINGS AND DEVICES USED TO DELINEATE VEHICLE AND PEDESTRIAN PATHS SHALL BE
CAREFULLY REVIEWED DURING DAYTIME AND NIGHTTIME PERIODS TO AVOID INADVERTENTLY
LEADING DRIVERS OR PEDESTRIANS FROM THE INTENDED PATH.
PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED UNLESS OTHERWISE APPROVED
BY THE ENGINEER.
RUMBLE STRIPS
EACH SECTION SHALL CONSIST
OF 10 SEGMENTS. 6"
12' LANE WIDTH
OF ROADWAY
24" EDGE OF TRAVELED LANE
1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I
, .,
23'
DESIGN
RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AMD AGGREGATE OR
OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE
RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF 5/8". PREFORMED RUMBLE STRIPS
MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/2" HEIGHT.
TAPERS
TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS
PLACED TO MOVE TRAFFIC OUT OF OR INTO ITS NORMAL PATH.
MERGING TAPER
A MERGING TAPER REQUIRES THE LONGEST DISTANCE BECAUSE DRIVERS ARE REQUIRED TO
MERGE WITH AN ADJACENT LANE OF TRAFFIC AT THE PREVAILING SPEED. THE TAPER SHOULD
BE LONG ENOUGH TO ENABLE MERGING DRIVERS TO ADJUST THEIR SPEEDS AND MERGE INTO
A SINGLE LANE BEFORE THE END OF THE TRANSITION.
SHIFTING TAPER
A SHIFTING TAPER IS USED WHEN MERGING IS NOT REQUIRED, BUT A LATERAL SHIFT IS
NEEDED. APPROXIMATELY ONE-HALF L HAS BEEN FOUND TO BE ADEQUATE. WHERE MORE
SPACE IS AVAILABLE, IT MAY BE BENEFICIAL TO USE LONGER TAPERS. GUIDANCE FOR
CHANGES IN ALIGNMENT MAY ALSO BE ACCOMPLISHED BY USING HORIZONTAL CURVES DESIGNED
FOR NORMAL HIGHWAY SPEEDS.
SHOULDER TAPERS
A SHOULDER TAPER MAY BE BENEFICIAL ON HIGH-SPEED ROADWAYS WITH IMPROVED SHOULDERS
THAT MAY BE MISTAKEN FOR DRIVING LANES (WHEN WORK IS OCCURING IN THE SHOULDER
AREAS). IF USED, SHOULDER TAPERS APPROACHING THE ACTIVITY AREA SHOULD HAVE A
LENGTH OF ABOUT ONE-THIRD L.
DOWNSTREAM TAPERS
THE DOWNSTREAM TAPER MAY BE USEFUL IN TERMINATION AREAS TO PROVIDE A VISUAL CUE
TO THE DRIVER THAT ACCESS IS AVAILABLE TO THE ORIGINAL LANE/PATH THAT WAS CLOSED.
WHEN USED, IT SHOULD HAVE A MINIMUM LENGTH OF ABOUT 100 FEET PER LANE, WITH
DEVICES SPACED ABOUT 20 FEET APART.
ONE LANE, TWO WAY TAPER
THE ONE -LANE , TWO-WAY TRAFFIC TAPER IS USED IN ADVANCE OF AN ACTIVITY AREA THAT
OCCUPIES PART OF A TWO-WAY ROADWAY IN SUCH A WAY THAT A PORTION OF THE ROAD IS
USED ALTERNATELY BY TRAFFIC IN EACH DIRECTION. A SHORT TAPER HAVING A MAXIMUM
LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 -FOOT SPACINGS
SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE-WAY SECTION.
TAPER LENGTH CRITERIA FOR TEMPORARY
TRAFFIC CONTROL ZONES
TYPE OF TAPER
TAPER LENGTH (FEET)
MERGING TAPER
L MINIMUM
SHIFTING TAPER
1/2 L MINIMUM
SHOULDER TAPER
1/3 L MINIMUM
TWO-WAY TAPER
100 FEET MAXIMUM
FORMULAS FOR L
SPEED
FORMULA
40 MPH OR LESS
L = WSx
60
45 MPH OR GREATER
L = WS
L = TAPER LENGTH IN FEET
W = WIDTH OF OFFSET IN FEET
S = POSTED SPEED LIMIT PRIOR
TO WORK IN MPH
TAPER LENGTH L (FEET)
SPEED
(MPH)
S
LANE WIDTH
10 FT
11 FT
12 FT
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
55
550
605
660
65
650
715
780
70
700
770
840
75
750
825
900
ROADSIDE SIGNS
HEIGHT AND LATERAL LOCATION OF SIGNS
RURAL AREA
DETOUR
1000F..
45
MPH
PAVED
SHOULDER
URBAN AREA
TYPICAL FIRST SIGN AT
CONSTRUCTION SITE
WITH TYPE "B" FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
\. w ' tn' 4"'1
WITH SPEED ADVISORY PLATE
Id
m
maw
mea
PORTABLE AND
TEMPORARY MOUNTING
TYPICAL SIGN MOUNTINGS
POST MOUNTED
SIGNS 48 INCHES OR WIDER
REQUIRE TWO POSTS
SPEED
LIMIT
45
LESS THAN
48 INCHES
1P
7 FT MINIMUM
V
SIGN WIDTHS LESS THAN 48 INCHES
MAY BE MOUNTED WITH ONE POST
TYPICAL SIGN MOUNTINGS
OTHER THAN POST MOUNTED
TYPE III BARRICADE
WITH SIGN
C
DETOURMN
\\\\\\
ROAD
CLOSED
TYPE III BARRICADE WITH
SIGN AND DETOUR ARROW
TYPE II BARRICADE WITH
DETOUR ARROW OR SIGN
MINIMUM 1 FT
ABOVE PAVEMENT
1 500 FT 1
PORTABLE AND
TEMPORARY MOUNTING
I--/C-�
/
ars amSn
/l/1//
TYPE III BARRICADE
WITH CHEVRONS
PLASTIC DRUM WITH
CHEVRON OR SIGN
GENERAL NOTES
L ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND
SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF NEBRASKA
SUPPLEMENT TO THE MUTCD.
2. TRAFFIC CONTROL PLANS AND DEVICES SHOULD FOLLOW THE PRINCIPLES SET FORTH,
BUT MAY DEVIATE FROM THE TYPICAL DRAWINGS TO ALLOW FOR CONDITIONS AND
REQUIREMENTS OF THE PROJECT.
3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE VIEW OF
OTHER TRAFFIC CONTROL DEVICES.
4. THE ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE THE USE, AND APPROVE THE LO-
CATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS.
5. UNPROTECTED TEMPORARY AND POST MOUNTED SIGNS SHOULD BE CRASHWORTHY (REFER
TO THE ROADSIDE DESIGN GUIDE, CHAPTER NINE, FOR ADDITIONAL GUIDANCE).
R5
OCT.98
REVISE CHANNELJZAT/ON DEVICES,TAPER
R4
JAN.95
REWRITE
R3
AUG. 88
WORDING,REFLECTIVITY
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 920-R5
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ORIGINAL:
OCTOBER 1998
DATE
C2)
Roadway Design Division
co
0
0
rn m
0
l0 00
0,
LEJ M<
a
• L
0"o
C N
17
CO o
o
0
0
id
N 0
C'oV)
SPEED
LIMIT
60
FINES
DOUBLE
END
ROAD WORK
Thank you
Drtue Safely
G20 -2B-48
DO
NOT
PASS
PASS
WITH
CARE
R4-1-24 R4-2-24
(SEE NOTE 8)
SPEED
LIMIT
50
FINES
DOUBLE
ROAD WORK
NEXT XX MILES
G20-1-60
ABOVE TYPE III BARRICADE
(SEE NOTE 5)
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
R41 -17B-48
W20 -7A-48
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
(SEE NOTE 12)
R2-1WZ-24
W20 -1E-48
WITH TYPE A FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
ASPHALT SURFACING
OR FOG SEAL
GENERAL NOTES
(SEE SHEET 2 FOR ADDITIONAL NOTES)
1. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY.
•
i
.I
W3-4-48
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
END
ROAD WORK
Thank you
Dram Safely
G20 -2B-48
(SEE NOTE 15)
R2-1WZ-24
500' - 1500'
DO
NOT
PASS
PASS
WITH
CARE
R4-1-24 R4-2-24
(SEE NOTE 8)
250' - 500'
S
W20 -4A-48
SPEED
LIMIT
50
FINES
DOUBLE
R2-1-24
R2-1WZ-24
ROAD WORK
NEXT XX MILES
i
500' - 1000'
REDUCE'
SPEED
LOOSE GRAVEL
ON SURFACE.,
WB -7C-48
G20-1-60
ABOVE TYPE III BARRICADE
(SEE NOTE 5)
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
R41 -17B-48
ARMOR COAT
SURFACING
W20 -7A-48
W3-5-48
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
(SEE NOTE 12)
R2-1WZ-24
W20 -1E-48
WITH TYPE A FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
* SIGNS ARE SUBSIDIARY TO THE FLAGGING OPERATION.
2. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY, AND SHOULD ONLY BE USED
WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE PRESENT.
3. "FLAGGERS AHEAD SYMBOL" SIGN (W20 -7A-48) SHALL BE USED WHEN A FLAGGER IS PRESENT, AND
REMOVED WHEN NOT APPLICABLE.
4. TEMPORARY SIGNS OR SIGNS DESIGNATED BY THE ENGINEER TO BE TEMPORARY OR PORTABLE SHALL
BE MOUNTED ON TEMPORARY SIGN STANDS THAT COMPLY WITH NCHRP 350 REQUIREMENTS.
5. G20-1-60 "ROAD WORK NEXT XX MILES" SHALL BE USED ON ANY CONSTRUCTION OR MAINTENANCE
PROJECT LONGER THAN 2 MILES.
6. WHEN MESSAGE IS NOT PERTINENT, SIGNS SHALL BE TAKEN DOWN, COVERED OR FOLDED. TAPE WILL
NOT BE PERMITTED ON THE FACE OF THE SIGN.
7. ORANGE FLAGS MAY BE USED TO CALL ATTENTION TO THE ADVANCE WARNING SIGNS.
8. "DO NOT PASS" AND "PASS WITH CARE" SIGNS WILL BE INSTALLED AT THE BEGINNING AND ENDING
OF EACH "NO PASSING" ZONE WHERE PAVEMENT HAS NOT BEEN MARKED. FOR ROADWAYS WITH ADTs
OF 2,000 VEHICLES PER DAY OR LESS, THE TIME PERIOD BETWEEN COMPLETION OF THE WORK AND
PLACEMENT OF THE PAVEMENT MARKINGS SHALL NOT EXCEED TWO WEEKS. FOR ROADWAYS WITH ADTs
GREATER THAN 2,000 VEHICLES PER DAY, THE TIME PERIOD SHALL NOT EXCEED THREE CALENDAR
DAYS, CONDITIONS PERMITTING.
9. WHERE TRAFFIC QUEUES ARE LONG AND FLAGGER VISIBILITY IS LIMITED, THE ENGINEER MAY REQUIRE
AN ADDITIONAL FLAGGER.
10. "MILLED SURFACE" SIGN (W41-24-36) IS NOT REQUIRED FOR MILLED SURFACES LESS THAN 1000
FEET IN LENGTH OR FOR MILLED SURFACES THAT ARE NOT BEING OVERLAID WITH THE PROJECT.
11. "NO PASSING ZONES NOT MARKED" SIGN (W25-6-48) SHOULD BE INSTALLED AT EACH END OF THE
PROJECT WHENEVER THE EXISTING NO PASSING ZONE PAVEMENT MARKINGS HAVE BEEN REMOVED OR
COVERED AND NO PASSING ZONE PAVEMENT MARKINGS ARE NOT INCLUDED IN THE PROJECT.
12. SPEED LIMIT SIGN IS NOT REQUIRED IF WITHIN 1500 FT OF A REDUCED SPEED AHEAD SIGN.
END
ROAD WORK
Thank you
Drive Safely
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
G20 -2B-48
(SEE NOTE 15)
R2-1WZ-24
DO
NOT
PASS
PASS
WITH
CARE
R4-1-24 R4-2-24
(SEE NOTE 8)
W20 -4A-48
SPEED
LIMIT
50
FINES
DOUBLE
R2-1-24
R2-1WZ-24
250' - 500'
8
In
g
U,
500' - 1000'
W20 -7A-48
ROAD WORK
NEXT XX MILES
G20-1-60
ABOVE TYPE III BARRICADE
(SEE NOTE 5)
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
R41-178-48
MILLING
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
(SEE NOTE 12)
R2-1WZ-24
W20 -IE -48
WITH TYPE A FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
13. WHENEVER FEASIBLE WORK ZONE TRAFFIC CONTROL PLANS SHOULD BE DEVELOPED TO ACCOMMODATE SPEED
LIMIT REDUCTIONS NO GREATER THAN 10 MPH BELOW NORMAL CONDITIONS.
14. WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY
THE DEPARTMENT. SEE WORK ZONE SPEED LIMIT NOTES ON SHEET 2.
15. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE.
16. IF THE QUEUING OF VEHICLES ACROSS ACTIVE RAILROAD TRACKS CANNOT BE AVOIDED, A FLAGGER SHALL BE
PROVIDED AT THE RAILROAD CROSSING TO PREVENT VEHICLES FROM STOPPING WITHIN THE RAILROAD CROSSING
EVEN IF AUTOMATIC WARNING DEVICES ARE IN PLACE. AT NO TIME, WILL THE QUEUE FROM A FLAGGING
OPERATION EXTEND ACROSS A RAILROAD CROSSING.
17. EARLY COORDINATION WITH THE RAILROAD COMPANY SHOULD OCCUR BEFORE WORK STARTS.
18. THE "DO NOT STOP ON TRACKS" SIGN IS OPTIONAL. IF USED, THE SIGN SHALL BE USED ON ALL APPROACHES
TO A HIGHWAY -RAIL GRADE CROSSING WITHIN THE LIMITS OF A TEMPORARY TRAFFIC CONTROL ZONE.
19. PLACE TYPE II BARRICADES, REFLECTORIZED PLASTIC DRUMS, OR 42" CONES ON THE TRAFFIC SIDE OF THE
DROP-OFF WHERE SUFFICIENT LATERAL DISTANCE EXISTS BETWEEN THE TRAVEL LANE AND THE DROP-OFF
(DROP-OFF DETAIL ON SHEET 2).
EVERY MILE IN DIRECTION
WHERE THERE IS A DROP-OFF
AT PAVEMENT EDGE
20. A TYPE III BARRICADE IS REQUIRED WHEN THE CHANGEABLE MESSAGE SIGN IS WITHIN 15 FT. OF THE SHOULDER.
21. A SHOULDER TAPER IS REQUIRED WHEN A CHANGEABLE MESSAGE SIGN IS INSTALLED ON A PAVED SHOULDER.
22. THE LEAD SIGNS ARE NOT NEEDED IF TWO PROJECTS ARE LESS THAN 1 MILE APART. THE "END CONSTRUCTION"
SIGN (G20 -2B-48) SHOULD NOT BE INSTALLED BETWEEN THE PROJECTS.
23. ON ARMOR COAT SURFACING, A "LOOSE GRAVEL" SIGN (W8-7-36) IS REQUIRED AT THE BEGINNING OF THE DAYS
WORK AND SHALL REMAIN IN PLACE UNTIL THE LOOSE GRAVEL HAS BEEN SWEPT OFF.
24. SIGN SIZES SHOWN ARE FOR TYPICAL SITUATIONS- REFER TO NEBRASKA SUPPLEMENT TO THE MUTCD FOR FURTHER
SIZE INFORMATION.
25. REFER TO STANDARD PLAN NO. 920 FOR GENERAL INFORMATION NOT SHOWN.
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
END
ROAD WORK
Thank you
Drtue Safely
G20 -2B-48
(SEE NOTE 15)
R2-1WZ-24
PLASTIC DRUMS OR 42" CONES
AT 2S INTERVALS PLACED
NEXT TO TRAVEL LANE WHEN
SHOULDER DROP-OFF EXCEEDS
2 INCHES (SEE NOTE 19)
SPEED
LIMIT
50
FINES
DOUBLE
R2-1-24
8
8
U,
s
U7
500' - 1000'
SHOULDER TAPER
REO'D ON PAVED
SHOULDER 8'
WIDE OR GREATER
W21-5-36
R2-1WZ-24
ROAD WORK
NEXT XX MILES
G20-1-60
ABOVE TYPE III BARRICADE
(SEE NOTE 5)
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
R41 -17B-48
W3-5-48
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
(SEE NOTE 12)
R2-1WZ-24
SHOULDER WORK
ADJACENT
TO TRAVEL LANE
W20 -1E-48
WITH TYPE A FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
LEGEND
111—• FLAGGER
• REFLECTORIZED PLASTIC DRUM OR TYPE II BARRICADE
o REFLECTORIZED PLASTIC DRUM OR 42" CONE
TYPE III BARRICADE
CMS CHANGEABLE MESSAGE SIGN
Igggl
TAPER FORMULA
L = S x W FOR SPEEDS OF 45 MPH OR MORE.
L = 60 2 FOR SPEEDS OF 40 MPH OR LESS.
WHERE:
L = MINIMUM LENGTH OF TAPER.
S = NUMERICAL VALUE OF POSTED
SPEED LIMIT PRIOR TO WORK.
W = WIDTH OF OFFSET (LANE WIDTH).
W8-7-36
WHERE REQUIRED
BY THE ENGINEER
W13-1-18
W8 -1B-30
W21-2-30
IF USED, PLACE PRIOR
TO FLAGGING SIGNS
W13-1-18
W8 -1A-30
W8 -9A-36 W8-11-36
EVERY MILE WHERE THERE IS EVERY MILE WHERE REO'D
A DROP-OFF AT TRAVEL EDGE
OR SHOULDER EDGE
W25-6-48
W7 -3A-30
(SEE NOTE 11)
NEW ASPHALT
SLIPPERY WHEN WET
NEXT X MILES
W8-5-36
W8 -5A-54
SIGNS INSTALLED AND MAINTAINED
BY OTHERS AS PER MATERIALS AND
RESEARCH DIVISION POLICY
ADDITIONAL SIGNS
USE WHERE APPLICABLE
RS
JAN. /0
R7
REV. NO.
NOV. 05
DATE
P/LOT CAR SIGN, F/NE SIGNS &
NOTES /9, 20, 22 & 25
UPDATE TO 2005 SUPPLEMENT
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 922-R8
TRAFFIC CONTROL
FOR ASPHALT SURFACING
DANIEL J.
WADDLE
F\OF`NE���
E-6289
FHWAC3
f/ APPROVED:
C.e� /3, 02
DATE
ORIGINAL:
JUNE 3, 1980
DATE
Roadway Design Division
C N
U W
o
CO
O N
N
o I-
o'; W
040W
ONi0N
OPTIONAL
(SEE NOTE 18
SHEET 1 OF 2)
t
•
END
ROAD WORK
Thank you
Driue Safely
SPEED
LIMIT
60
FINES
DOUBLE
G20 -2B-48
(SEE NOTE 15
SHEET 1 OF 2)
R2-1-24
R2-1WZ-24
0
0a
DO NOT
STOP
ON
TRACKS
R15-1-48
R8-8-30
W3-4-48
TWO-WAY TRAFFIC TAPER
50 TO 100 FT
S 500' - 1500'
250' - 500'
W20 -4A-48
SPEED
LIMIT
50
FINES
DOUBLE
R2-1-24
R2-1WZ-24
0
0
g
0
U,
i
500' - 1000'
y
W20 -7A-48
ROAD WORK
NEXT XX MILES
G20-1-60
ABOVE TYPE III BARRICADE
(SEE NOTE 5 SHEET 1 OF 2)
0
0
U,
0
U,
W3-5-48
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
It
R41 -17B-48
DO NOT
STOP
ON
TRACKS
R15-1-48
R8-8-30
SPEED
LIMIT
60
FINES
DOUBLE
R2-1-24
(SEE NOTE 12
SHEET 1 OF 2)
W20 -1E-48 R2-1WZ-24
WITH TYPE A FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
WORK IN VICINITY OF
RAILROAD CROSSING
* SIGNS ARE SUBSIDIARY TO THE FLAGGING OPERATION.
OPTIONAL
(SEE NOTE 18
SHEET 1 OF 2)
1
W20 -7A-48
(AS REQ'D)
L \
CROSS RD.
/50O' 500'
W20 -1A-48
ROAD
WORK
AHEAD
W20 -1A-48
W20 -7A-48
(AS REQ'D)
INTERMEDIATE FLAGGER
(AS REQUIRED BY THE ENGINEER)
MINOR OR MAJOR CROSS ROAD WITH FLAGGER
INSTALL BELOW EXISTING STOP SIGN
MINOR CROSS RD.
R1-1-30
TS -186-24
W20 -1A-36
W20 -1A-36
R1-1-30
TS -186-24
INSTALL BELOW EXISTING STOP SIGN
MINOR CROSS ROAD NO FLAGGER
WITH PILOT CAR OPERATION
G20-4-36
PILOT CAR
FOLLOW ME
THE BOTTOM OF THE SIGN SHALL BE
MOUNTED A MINIMUM OF 1 FOOT ABOVE
THE VEHICLE'S ROOF. THE SIGN
SHALL BE SECURELY COVERED OR
REMOVED WHEN NOT IN USE.
PILOT CAR SIGN
WORK ZONE SPEED LIMIT NOTES
A. WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE
DEPARTMENT.
B. REDUCED SPEED LIMITS SHOULD BE USED ONLY IN THE SPECIFIC PORTION OF THE WORK ZONE WHERE CONDITIONS
OR RESTRICTIVE FEATURES ARE PRESENT. HOWEVER, FREQUENT CHANGES IN THE SPEED LIMIT SHOULD BE AVOIDED.
THE REDUCTION OF SPEED SHOULD BE DESIGNED SO VEHICLES CAN SAFELY TRAVEL THROUGH THE WORK ZONE WITH
A SPEED LIMIT REDUCTION OF NO MORE THAN 10 MPH UNLESS OTHERWISE NOTED IN THE PLANS.
C. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY AND ARE NOT TO BE ASSUMED AS THE SPEED
LIMITS REQUIRED FOR THE WORK.
D. EXISTING SPEED LIMIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN
EFFECT IN THE SAME AREA.
E. WORK ZONE SPEED LIMIT SIGNS SHALL BE INSTALLED EVERY MILE THROUGH THE WORK AREA WHEN SPEED ZONE IS
REDUCED.
F. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE.
3:1 ACC FILLET TRAVEL LANE I S
SA "SSA
3:1 ACC FILLET
SEE NOTE 19—i
(SHEET 1 OF 2)
12' MIN.
I TRAVEL LANE
/////iiiiii
DROP-OFF GREATER THAN 2"
SURFACED SHOULDER GREATER
THAN 2' WIDE
PLASTIC DRUMS OR 42" CONES AT 2S
INTERVALS PLACED NEXT TO TRAVEL LANE WHEN
SHOULDER DROP-OFF EXCEEDS 2 INCHES.
DROP-OFF GREATER THAN 2 INCHES
APPROXIMATE 1:1 TAPER
APPROXIMATE 1:1 TAPER
DROP-OFF 2 INCHES AND LESS
LEGEND
ra FLAGGER
• REFLECTORIZED PLASTIC DRUM OR TYPE II BARRICADE
o REFLECTORIZED PLASTIC DRUM OR 42" CONE
TYPE III BARRICADE
CMS CHANGEABLE MESSAGE SIGN
R8
JAN. l0
R7
REV. NO.
NOV. 05
DATE
PILOT CAR SIGN, F/NE SIGNS &
NOTES 19, 20, 22 & 25
UPDATE TO 2005 SUPPLEMENT
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 922-R8
TRAFFIC CONTROL
FOR ASPHALT SURFACING
Roadway Design Division
CROSS ROAD INTERSECTING
CLOSED ROAD
N
R1-1-30
T
-'1/ /,/ CLOSED'I/
/ / /
iii////ROAD/,i iii/,
ROAD
CLOSED
0
0
i
R1-1-30
R11-2-48
W/TYPE A WARNING LIGHT
MOUNTED ABOVE TYPE III
BARRICADE
ADDITIONAL TYPE III BARRICADES
MAY BE USED AS NEEDED
ROAD
CLOSED
i
ROAD CLOSED
1 MILES AHEAD
LOCAL TRAFFIC ONLY
R11 -3A-60
\
W20 -3A-48
TRAFFIC NOT ALLOWED TO CROSS CLOSED ROAD
PLASTIC DRUMS AS
NEEDED TO DELINEATE
OPEN TRAVEL AREA
OR
ROAD CLOSED
TO
THRU TRAFFIC
Ri1-2-48 Ri1-4-60
W/TYPE A WARNING LIGHT
MOUNTED ABOVE TYPE III
BARRICADE
ADDITIONAL TYPE III BARRICADES
MAY BE USED AS NEEDED
{DRTRAFFIC47} dor2029 5/24/2007 8:09:04 AM
W20 -1A-48
TRAFFIC ALLOWED TO CROSS CLOSED ROAD
•
ROAD
CLOSED
OR
ROAD CLOSED
BEYOND JUNCTION
Q
BRIDGE
OUT
Ri1-2-48 R11 -2A-48
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
OR
BRIDGE OUT
X MILES AHEAD
LOCAL TRAFFIC ONLY
R11 -3A-60 R11 -3B-60
SEE NOTE 7
SIDE ROAD
W20 --1A-48
*
WEST
DETOUR
NORTH
R1-1-30
66
F
150'
DETOUR
NORTH
66
Pt
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
OR
\
QLnssuz
///RG/ADI
//
////
W40-11-48
OPTIONAL
0
0
W20 -3B-48
W20 -3C-48
i c
N
R1-1-30
� Pt 500'
I
W20 -1A-48
BRIDGE OUT
X MILES AHEAD
LOCAL TRAFFIC ONLY
R11 -3A-60 R11 -3B-60
MOUNTED OVER
DETOUR
M4 -10L-48
WITH TYPE A WARNING LIGHTS
MOUNTED ON TYPE III BARRICADE
*
COVER WITH
T
SIDE ROAD
*TOWN
4- TOWN
TOWN
X
XX
500' � 500' 500'
*
NORTH
W20 -2D-48
DETOUR
0
0
In
0
0
In
0
0
In
0
0
In
4-
*
T
♦1
COVER WITH
4—
*TOWN
!- TOWN
TOWN
XX
XX
XX -+
W20 -2D-48
*
4.
CLOSED
TO XXXX
USE HWY XX & XX
TO
XXXX
USE WHERE APPLICABLE
DETOUR
W20 -3A-48
W/TYPE B WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
*
COVER
SIGN COVERS OVER REFLECTIVE
MATERIAL SHALL BE INSTALLED
WITH SPACERS TO PREVENT DAMAGE
NOTES
1. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY.
2. ALL SIGNS SHALL BE INSTALLED, MAINTAINED IN A CLEAN CONDITION AND
REMOVED BY THE CONTRACTOR EXCEPT SIGNS WHICH SHALL BE INSTALLED
AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE
GOVERNMENT AGENCY.
3. WHEN MESSAGE IS NOT PERTINENT, SIGNS SHALL BE TAKEN DOWN, COVERED
OR FOLDED. TAPE IS NOT PERMITTED ON THE FACE OF THE SIGN.
4. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED SO AS TO OBSCURE
OR DISTRACT FROM TRAFFIC CONTROL DEVICES.
5. FLAGS MAY BE USED TO CALL ATTENTION TO WARNING SIGNS.
6. WHEN APPROPRIATE THE SIGN R11 -2B "BRIDGE OUT" MAY BE USED INSTEAD
OF R11-2 "ROAD CLOSED".
7. BARRICADE AND SIGN MAY BE PLACED ALONG EDGE OF ROAD IF NEEDED FOR
LOCAL TRAFFIC.
8. REFER TO STANDARD PLAN NO. 920 FOR GENERAL INFORMATION NOT SHOWN.
ROAD CLOSED
AT JUNCTION
ROAD
CLOSED
DETOUR
R11-2-48
M4-10-48
•
I
LEGEND
1 TYPE III BARRICADE
TYPE II BARRICADE OR
REFLECTORIZED PLASTIC DRUM
SIGN
❑-a FLAGGER
CONE
* INSTALLED BY OTHERS
TAPER FORMULA
L = S x W FOR SPEEDS OF 45 MPH OR MORE.
L = 60 FOR SPEEDS OF 40 MPH OR LESS.
2
WHERE:
L = MINIMUM LENGTH OF TAPER.
S = NUMERICAL VALUE OF POSTED
SPEED LIMIT PRIOR TO WORK.
W = WIDTH OF OFFSET (LANE WIDTH).
REV. NO.
DATE
NEBRASKA DEPARTMENT OF ROADS
STA\DAKD PLAN NO0£23
DESCRIPTION OF REVISION
TRAFFIC CONTROL
ROAD CLOSURE
APPROVED:
AUGUST 1998
DATE
Roadway Design Division
M
a,
to 0
o
N
0 I
v� m o
W Z
CC 0I
W20 -7A-36
OPTIONAL SINGLE
FLAGGER OPERATION
ONE LANE CLOSED
WITH FLAGGER
W20 -1A-48
A
W20 -1A-48
A
END
ROAD WORK
Thank you
Drive Safely
G20 -2B-48
R8 -3A-24
AS REQUIRED TO
PROHIBIT PARKING
W20 -1A-48 W21-5-48
SHOULDER OR PARKING
LANE CLOSED
END
ROAD WORK
Thank yea
Drina Safely
G20 -2B-48 W20 -1A-48
I/
LANE CLOSED NEAR INTERSECTION
(RIGHT LANE CLOSED)
END
ROAD WORK
Thank yea
Drive Safely
t�
4-§
R8 -3A-24
AS REQUIRED TO
PROHIBIT PARKING
END
ROAD WORK
Thank yea
Drive Safely
W20 -1A-48
W20-5CA-48
W20 -1A-48
WORK IN CENTER OF
ROAD WITH LOW
TRAFFIC VOLUMES
W1 -8R
END
ROAD WORK
Thank you
Drioe Safely
G20 -2B-48
•
r�
0
b
r
L
.Y
I
7.1
0.
-1-
A A
END
ROAD WORK
Thank yea
Drive Safely
G20 -2B -4B
�/2LTOL
[1:1
W1 -8L
2L
�/2LTOL
XX
OR
W1 -4L-48 'V W1 -3L-48
AND ABOVE AND BELOW
W13-1-24 *24( W13-1-24
A
W20 -1A-48
3 -LANE ROADWAY
ONE LANE CLOSED
DETOUR
SOUTH
v
4'
DETOUR
SOUTH
v
1-
W20 -1A-48
it
ROAD
CLOSED
ROAD
CLOSED
LR11-2-48
ROAD CLOSED
TO
THRU TRAFFIC
R11-4-60
ROAD CLOSED
TO
THRU TRAFFIC
J I
R11-4-60
ROAD
CLOSED
DETOUR
R11-2-48
M4 -10R-48
AS NEEDED
1-
W20 -1A-48
t
k
DETOUR
SOUTH
v
END
ROAD WORK
Thank yea
Drive Safely
G20 -2B-48
'It
DETOUR
NORTH
v
W20 -3A-48
DETOUR
NORTH
v
4—
ROAD CLOSED AT DETOUR
W20-5CA-48
.
•
Y
1i4 L
W20-5CA-48
A /
W20 -1A-48
TWO-WAY LEFT TURN
LANE CLOSED
ROAD
CLOSED
R11-2-48
DETOUR
WEST
/V
±200' ,
I
•0
e
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
DETOUR
R11 -3A-60
M4 -10L-48
Am
DETOUR
v
4 -
:,t
ROAD CLOSED
BEYOND DETOUR
DETOUR
v
1,
NOTES
LEGEND
--MO FLASHING ARROW PANEL
o TYPE THREE BARRICADE
• RETRO-REFLECTORIZED PLASTIC DRUM
42" RETRO-REFLECTORIZED CONE
REFLECTORIZED PLASTIC DRUM
OR 42" RETRO-REFLECTORIZED CONE
n' SINGLE POSTED SIGN
DOUBLE POSTED SIGN
FLAGGER
PAVEMENT MARKING REMOVAL
TAPER FORMULA
L = MERGING TAPER
L/2 = SHIFTING TAPER
L/3 = SHOULDER TAPER
L = W x S FOR SPEEDS OF
45 MPH OR HIGHER
L = 602 FOR SPEEDS OF
40 MPH OR LOWER
L = MINIMUM LENGTH OF TAPER
S = NUMERICAL VALUE OF POSTED
SPEED LIMIT PRIOR TO WORK
W = WIDTH OF OFFSET
1. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE, AND MAY BE ADJUSTED TO
FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED SO AS NOT TO OBSCURE THE VIEW OF
OTHER TRAFFIC CONTROL DEVICES.
2. MINIMUM WIDTH OF TRAVELLED LANE SHALL BE AS REQUIRED BY THE ENGINEER.
3. FLASHING ARROW PANEL REQUIRED ON ALL ROADWAYS WITH POSTED SPEED LIMIT 45 MPH OR HIGHER.
THE USE OF A FLASHING ARROW PANEL IS OPTIONAL ON ROADWAYS WITH A POSTED SPEED OF 40 MPH
OR LOWER.
4. LONG-TERM FLASHING ARROW PANELS IN URBAN RESIDENTIAL AREAS WHERE DIESEL ENGINE NOISE WILL
BE DISRUPTIVE TO RESIDENTS, MAY BE REQUIRED TO OPERATE BY 120 VAC, OR IF SIGHT DISTANCE
ALLOWS, A SOLAR POWERED ARROW PANEL MAY BE USED.
5. FOR SHORT-TERM WORK (LESS THAN 24 HOURS) SIGN G20 -2B-48 (END ROAD WORK, THANK YOU, DRIVE
SAFELY) MAY BE OMITTED.
6. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER SHOULD BE APPROXIMATELY EQUAL
IN FEET TO THE SPEED LIMIT (S). WHERE CHANNELIZING DEVICES ARE USED ALONG THE WORK AREA,
THE SPACING MAY BE INCREASED TO THE DISTANCE IN FEET EQUAL TO THE SPEED LIMIT, DOUBLED
(2 x 5). SEE "TAPER FORMULA" TABLE FOR MORE INFORMATION.
7. FOR LANE CLOSURES OVER 48 HOURS, REMOVE CONFLICTING PAVEMENT MARKINGS OR COVER EXISTING
DURABLE PAVEMENT MARKINGS WITH TYPE II BLACK TEMPORARY PAVEMENT MARKING TAPE.
8. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13-1 SHALL BE DETERMINED BY THE
ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL
AND FEASIBLE.
ROAD TYPE
MINIMUM DISTANCE
BETWEEN SIGNS
A
URBAN (LOW SPEED - 25 MPH TO 40 MPH)
100'
URBAN (HIGH SPEED - 45 MPH OR HIGHER)
350'
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 924
TYPICAL URBAN
TRAFFIC CONTROL PLAN
m
6
DANIEL J.
WADDLE
-47
s
4,e OFNEB
0
0
i
SHWA APPROVED:
1/ 7 412 es o 9
DA777E
ORIGINAL:
FEBRUARY I , 20 I 0
DATE
Roadway Design Division
to
0
in m
0
in 0
I
LNiI MO
Z
I
CC 0 r -
0V
C
rn
-o
0
a)
0
�0
CV 0
END
ROAD WORK
Thank yea
Drive Safety
W20 -1A-4\
W20-5LA-48
G20 -2B-48
N1
'I
malady
W4 -2L-48 L
•
•
•
•
•
•
•
•
•
R3-2-24
(OPTIONAL)
END
ROAD WORK
Thank yea
Drive Safe&
G20 -2B-48
KEEP
a
RIGHT
R4 -7B-18
°°°°°°° 5••
•
W20 -1A-48
A
r
W20 -1A-48
W4 -2R-48 W20-5RA-48 W20 -1A-48
«M
Al A l A l
k
•
W20 -1A-48
•
0
O
KEEP
RIGHT
R4 -7B-18
END
ROAD WORK
Thank yea
Drive Safely
G20 -2B-48
R3-2-24
(OPTIONAL)
L
-48
t
t A
W20-5LA-48
z1
END
ROAD WORK
Thank yea
Dries Safely
G20 -2B-48
W20 -1A-48
4 LANE UNDIVIDED ROADWAY
CENTER LANES CLOSED
NEAR INTERSECTION
LEGEND
FLASHING ARROW PANEL
TYPE THREE BARRICADE
RETRO-REFLECTORIZED PLASTIC DRUM
42" RETRO-REFLECTORIZED CONE
REFLECTORIZED PLASTIC DRUM
OR 42" RETRO-REFLECTORIZED CONE
SINGLE POSTED SIGN
DOUBLE POSTED SIGN
FLAGGER
PAVEMENT MARKING REMOVAL
TAPER FORMULA
L = MERGING TAPER
L/2 = SHIFTING TAPER
L/3 = SHOULDER TAPER
L = W x S FOR SPEEDS OF
45 MPH OR HIGHER
2
L = 60 FOR SPEEDS OF
40 MPH OR LOWER
L = MINIMUM LENGTH OF TAPER
S = NUMERICAL VALUE OF POSTED
SPEED LIMIT PRIOR TO WORK
W = WIDTH OF OFFSET
A
TEMPORARY
PAVEMENT
MARKING
END
ROAD WORK
Thank you
Drive Safely
G20 -2B-48
•
•
END
ROAD WORK
Thank yea
Drive Safe&
G20 -2B-48
KEEP
oar
RIGHT
R4 -7B-24
A
W20 -1A-48
LEFT LANE
MUST
TURN LEFT
1 1 W20 -1A-48
LANE CLOSED NEAR INTERSECTION
(LEFT LANE CLOSURE FORMING A TURNBAY)
DETOUR
OUTH
v
1
DETOUR
SOUTH
v
F
ROAD
J I I CLOSED
Il R11-2-48
— — — 0 -
ROAD CLOSED
TO
THRU TRAFFIC
R11-4-60
W20 -1A-48
R3-2-24
(OPTIONAL)
W20 -1A-48
AS NEEDED
I
/F
DETOUR
SOUTH
END
ROAD WORK
Thank yea
Drive Safe&
G20 -2B-48
ROAD CLOSED
TO
THRU TRAFFIC
R11-4-60
-
ROAD
CLOSED
DETOUR
k
END
ROAD WORK
Thank you
Drive Safely
A
/—
G20 -2B-48
R11-2-48
M4 -10R-48
t
END
ROAD WORK
Thank yea
Drive Safety
G20 -2B-48
KEEP
RIGHT
R4 -7B-18 W20 -1A-48
A
LEFT LANE
MUST
TURN LEFT
4 LANE DIVIDED ROADWAY
CENTER LANES CLOSED
NEAR INTERSECTION
r
DETOUR
NORTH
v
DETOUR]
NORTH
v
1
A
A
A
DETOUR
NORTH
DETOUR
NORTH
4-
W20 -2A-48
W4 -2L-48
W20 -3A-48
ROAD CLOSED AT DETOUR
(OPTIONAL LANE CLOSURE)
W20-5RA-48
W20-5RA-48
W4 -2R-48
W3-1-48
OPTIONAL LEFT TURN
LANE CLOSURE
1 L
R1-1-36
R1-3-24
END
ROAD WORK
Thank yea
Drive Safe&
G20 -2B-48
W3-1-48
W2 -1A-48
{ A 1 A 1
/1
W20 -1A-48 W3-1-48
•
•
•
•
•
•
•
END
ROAD WORK
Thank yea
Drive Safe&
END
ROAD WORK
Thank yea
Drive Safe&
G20 -2B-48
G20 -2B-48
L
A
t t A
W4 -2R-48
W20 -1A-48
DIVIDED ROADWAY
ONE LANE CLOSED
A
A
t t A W4 -2R-48
4 -WAY
R1-1-36
R1-1-24
OPTIONAL LEFT TURN
L LANE CLOSURE
W20-5RA-48
W20 -1A-48
TEMPORARY 4 -WAY STOP.
FOR SIGNAL WORK
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 924
TYPICAL URBAN
TRAFFIC CONTROL PLAN
a.
DANIEL J.
WADDLE
E-6289
gr -r7
it 0.0
OF t3/4S-
FHWA APPROVED:
DATE
ORIGINAL:
DATE
Roadway Design Division
0
N
tD
m
in 0
Ln 0
I
u )0
`L
Et 0 0v�
ROAD
CLOSED
W20 -3A-48
ROAD
CLOSED
DETOUR
R11-2-48
M4 -10R-48
ROAD CLOSED
BEYOND DETOUR
W20 -1A-48
A
A
A
meet
44
END
ROAD WORK
Muck you
Drive Safely
G20 -2B-48
W4 -2L-48
KEEP
RIGHT
L
y2 L
►a�
W1 -8R
W20 -1A-48
XX
A
END
ROAD WORK
Tkark you
Drive Safe&
G20 -2B-\8
4i
END
ROAD WORK
Mara yea
Drive Safely
•
•
•
tt
ALV.
/W9 -3L-48
RIGHT LANE
MUST
TURN RIGHT
R3 -7R-30
A
20-1A-48
LANE CLOSED NEAR INTERSECTION
(RIGHT LANE REMAINS OPEN)
OR
W1 -4R-48 " W1 -3R-48
W13-1-24 XPX W13-1-24
35 MPH 30 MPH
2S SPACING AND ABOVE AND BELOW
R3-2-24
R4 -7B- 8 (OPTIONAL)
TEMPORARY WHITE PAVEMENT MARKING
2' DASH - 6' GAP
W20 -1A-48
A t
R3-2-24
(OPTIONAL)
END
ROAD WORK
Tkauk yea
Drive Safely
G20 -2B-48
•
•
•
R3-1-24
A 1-'--1;0 -1A-48
•
•
O
•
x.
•
•
L
W1 -8L
ft
A
A
t t A
W20-5RA-48
XPX
OR
W1 -4L-48 W1 -3L-48
W13-1-24 XPX W13-1-24
35 MPH 30 MPH
AND ABOVE AND BELOW
W20 -1A-48
4 LANE UNDIVIDED ROADWAY
TWO LANES CLOSED NEAR INTERSECTION
LEGEND
FLASHING ARROW PANEL
TYPE THREE BARRICADE
RETRO-REFLECTORIZED PLASTIC DRUM
42" RETRO-REFLECTORIZED CONE
REFLECTORIZED PLASTIC DRUM
OR 42" RETRO-REFLECTORIZED CONE
SINGLE POSTED SIGN
DOUBLE POSTED SIGN
FLAGGER
PAVEMENT MARKING REMOVAL
TAPER FORMULA
L = MERGING TAPER
L/2 = SHIFTING TAPER
L/3 = SHOULDER TAPER
L = W x S FOR SPEEDS OF
45 MPH OR HIGHER
2
L = 60 FOR SPEEDS OF
40 MPH OR LOWER
L = MINIMUM LENGTH OF TAPER
S = NUMERICAL VALUE OF POSTED
SPEED LIMIT PRIOR TO WORK
W = WIDTH OF OFFSET
END
ROAD WORK
Tkaok yea
Diiue Safely
R3-2-30
(OPTIONAL
W20 -1A-48
I A
KEEP
a
RIGHT
R4 -7B-18
R3-2-24
(OPTIONAL)
W20 -1A-48
k A
KEEP
RIGHT
KEEP
a
RIGHT
R4-78-18
i
t
D
3
0
• •
KEEP
a
RIGHT
R4 -7B-18
A 1 W20 -1A-48
TEMPORARY YELLOW PAVEMENT
MARKINGS 2' DASH 6' GAP
R4-78-18 R3-2-24
(OPTIONAL) l
W20 -1A-48
k
4" DOUBLE YELLOW CENTERLINE
)PX
OR
W1 -4R-48 W1 -3R-48
W13-1-24 X X W13-1-24
35 MPH 30 MPH
AND ABOVE AND BELOW
A
CONTINUE AT 2S SPACING
WHERE DROP-OFF EXIST W20 -1A-48
NEXT TO TRAVEL WAY
2S SPACING W20 -1A-48
A
TEMPORARY WHITE PAVEMENT
MARKINGS 2' DASH 6' GAP
R3-2-24
(OPTIONAL)
END
ROAD WORK
Peak you
Drive Safely
RIGHT LANE
MUST
TURN RIGHT
G20 -2B-48
A
W20 -1A-48
XPX
OR
W1 -4L-48 " W1 -3L-48
W13-1-24 3,2( W13-1-24
35 MPH 30 MPH
AND ABOVE AND BELOW
W20-5RA-48
4 -LANE DIVIDED
HALF CLOSED
W20 -1A-48 A
W4 -2L-48
A
A
L
'/2 L TO L
e
END
ROAD WORK
Thank yea
Deice Safely
G20 -2B-48
2S SPACING
END
ROAD WORK
Thank you
Drive Safely
G20 -2B-4$\
•
•I
W1 -8R
XPX
OR
W1 -4R-48 '' W1 -3R-48
W13-1-24 X X W13-1-24
35 MPH 30 MPH
AND ABOVE AND BELOW
•�
0
100
W1 -8L
1LTOL
1/2L OR
b
W1 -4L-48 " W1 -3L-48
•
XX
W13-1-24 XX W13-1-24
• 35 MPH 30 MPH
• AND ABOVE AND BELOW
•
••
•
•
•
•J-
A 14-2R-48
I A
t t --- 20-5RA-48
I A
W20 -1A-48
4 -LANE UNDIVIDED
2 LANES CLOSED
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 924
TYPICAL URBAN
TRAFFIC CONTROL PLAN
4
J. m
o t DANIEL !
Q. WADDLE
E-6289
�T'rF OF N c' ,
\•.,
HWA APPROVED:
DATE
ORIGINAL:
FEBRUARY I , 20 I 0
DATE