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1 City of Hastings
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Project Location
Utilities Director of Engineering
PD -2013-3 Wendell Drive / West 33rd Street
From Intersection East on West 33rd for 115'
and South on Wendell Drive 150'
INDEX OF SHEETS
SHEET NO. 1
SHEET NO.2
SHEET NO. 3
SHEET NO.4
SHEET NO. 5
SHEET NO.6
SHEET NO. 7 - 8
TITLE SHEET
DETAIL AND NOTES SHEET
33RD STREET PLAN AND PROFILE SHEET
33RD STREET CROSS SECTION SHEET
WENDELL DRIVE PLAN AND PROFILE SHEET
WENDELL DRIVE CROSS SECTION SHEET
EROSION CONTROL DETAILS
LEGEND
0
*
0
Spot Elevation
Utility Pole
Control Point - Nail Set
Control Point - Temporary Wood Hub Set
Deciduous Tree
Coniferous Tree
Manhole
Fire Hydrant
" Water Valve
" Gas Valve
Date
• Light
Telephone Box
0 Electrical Junction Box
—1912 Contour Line
— - - — - - — - - — - - — - - — Property Line
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
Hast'ngs City Surveyor
7
Date
SUMMARY OF QUANTITIES
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 Mobilization
2 Saw Cut
3 Remove Header
4 Remove Pavement
5 Build 6" P.C.C. Pavement 47B-3500
6 Build 8" P.C.C. Pavement 47B-3500
7 Build Concrete Header 47B-3500
8 Adjust Manhole to Grade
9 Seeding - Type B NDOR Seed Mixture
10 Furnish & Install 80' x28' C-125 Turf Rein£ Mat
11 Traffic Control Construction and Maintenance
NOTES:
1.0
5.0
98.2
70.6
552.0
1512.0
62.0
2.0
0.5
2240.0
1.0
L.S.
L.F.
L.F.
S.Y.
S.Y.
S.Y.
L.F.
Each
Acres
S.F.
L.S.
The embankment and subgrade shall be adjusted to conform to the lines and
grades on the plans in accordance with Section 205 and 302 of the 2007
Standard State Specifications and its supplements. The upper six (6) inches of
the subgrade shall be scarified, mixed and recompacted to the following
compaction requirements:
Percent Density Moisture Minimum Requirements Maximum
95 Min. Opt. -3%
Opt. +3%
Areas not meeting specified moisture density test requirements shall be
removed and recompacted at the Contractor's expense.
All subgrade compaction and water necessary for subgrade construction
shall not be paid for directly but shall be considered subsidiary to the
items of the contract.
Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shall be considered subsidiary
to the unit price per square yard of pavement.
DAVID L
PACKER
F-5390
Hastings City Engineer Date
CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
Wendell Drive / West 33rd Street = Int. East 115' & South 150'
Pro). No.
Description
PD -2013-3
TITLE SHEET
Design By
Drawn By
Dote
B.B.
6/2014
Contractor
B.B.
MProv�:�
Om. No.
1 of 6
x
28+00
T
End Project: Sta. 101 +37.86
.L4
SVSS+La elS
S6'40+'LZ'BIS
a
96'99+9Z'BIS
L4
10'
10'
8'
10' 10'
27+00
8'
10'
10'
Begin Project: Sta. 99+90.89
O
tativamies
T
8'
10'
0
O
0
io
c
io
10'
a' <
0
12.33'
m
N
N
N
io
12.33'
r
12.33'
6+00
12.33'
x
12.60'
25+00 33rd Street
1
JOINT DETAIL
NOTE:
1. Contractor shall protect all survey control points and Property Pins
CV from damage.
2. Earthwork on this project shall consist of the street excavation, constructing to the lines
LO
+ and grades as shown on the plans and cross sections, and the disposal of excess
excavation on the adjacent Lots and graded. This work shall be subsidiary to the
Unit Price of Build 6" & 8" PCC Pavement.
Approximately 676 C.Y. of excess excavation will be generated.
4-
N
All Excess Excavation shall be spread out and compactedon open Lots 13,14, & 15
and grades to blend into existing ground.
O All fill in excess of 6" shall be compacted to 90% of standard Proctor density with
0- no less than 5% below optimum moisture.
C
3. Contractor shall drop curb at intersection for handicap ramps to be
CD
m located in field by Engineer.
4. Contractor shall call Diggers Hotline before digging to have all Utilities
located. Please note the Utilities crossings that are shown on plans.
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e / 4
CITY OF HASTINGS,
Y ENGINEERING DEPT.
Project
Wendell Drive I West 33rd Street = Int. East 115' & South 150'
Proj. No.
Description
PD -2013-3
Detail and Notes Sheet
Design By Dote Contractor
B.B. 612014
Drown By Approved/y _ , /o / Dr. No.
B.B. ':Q�wY71�
2 of 8
1950
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10
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2
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4,
Shadow Ridge Add.
BIk. 6
Lot 1
6
6)
)
)
2.50 TCL-'
„
Ox
4b
Prop.
N=103101.94
® 0'r m-- E.95074.15
1943.90
Exist. 12' DIP Water Main
{{pC 44 5 TC
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01
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6)
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x
0
Shadow Ridge Add.
BIk. 5
Lot 2
ceoc End Project: Sta. 101 +37.86
Prop/
N=103100.81
r-psoo3.98 e
-944.05. ..,.b
.45
4 .95
TC
FL
%L '0
43.99 FL
`>
,16
e
43.96 FL
)0
4)4b
43.87 FL
43.6d IFL
Nx
43.60 FL
e ._.._._.J-.-.-\-
vC'b5b)°y .0569`' 0 05649)01
'47Vv<0 0005. )Cpl 0
SCALES:
1" = 20' HOR
1" = 2' VER
"y •N
04'656), • 6Cv C,
Cy60C 4 sy
6)6)0 1b 6)O b N
6� O) 6).
64g1 q<O;q1 X9601 O )1
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42.22 F
2,65 T
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1
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0
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42.76 FL
CO
6143:87"CL C
CO\ 03
26+,P0
oC
43.25 FL
44.23 CL
,4b)44.47 CL
\O
33rd Street
43.
44.57 C
43.
35
� x
4-.45 CL 44.42
6) '4
41).1 `27+0
L 435'9 FL
?)� 6) 7Y
171,16)
43.26 TC
0)
`" 41469'17 ' r N RS
00 L=try )4 'dao)
b) til ZO'E46L
9'1,1 't7QLS'Let.
'� E9'48LEOL=N
•dad
Furnish & Install 80'x28' C-125 Turf Reinf. Mat
Station to Station
Side
Sq. Ft.
27+42.45 to 27+70.45
LT & RT
2240.0
0 x
/
SEEDING - Type B NDOR Seed Mixture
Station to Station
Side
Acres
25+55.26 to 29+00
LT & RT
0.5
0 x
/
NOTE: Seeding quantity calculated from Back of Curb to Property line
including intersection returns then from end of pavement to Sta. 29+00
from R.O.W. to R.O.W.
43.75 TC O A
b)
.44
Vc115'� .
TC 6)44.35 T
04
44.45 C
N
fix,
L 03433"CL 44.31
443.96 FL
C>
95,'46`
0 43.87 FL
43.64
L
FL
<3
4**q)*
44.22 �
1
4
. * O. 4
* * *
+ x*
N. 0
* 0.016` *
* C> 4,4 44
43.60 FL *
43.24 FL
m. vPrO
43.86 CL
•43.24 FL
125'
42.i9 FL
vPC
0
43.111, CL
23-00
.42.29 FL
)
Nx
0.
I C'
41 :8 FL
0
42.50 CL
41.88 FL
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
25+55.26
LT & RT
62.0
0 x
/
REMOVE PAVEMENT
Station to Station
Side
Sq. Yds.
26+86.45 to 27+22.45
RT
62.0
0 x
/
BUILD 8" P.C.C. PAVEMENT 47B-3500
Station to Station
Side
Sq. Yards
25+55.26 to 27+42.45
LT & RT
1512.0
0 x
/
1.46 IC
40.98 FL 0 x
6)
til
0
0
41.60 CLx
29+00 ��16)
0
40.98 FL
6°
%S'0 .49.0 /ice Ia
•PA
Cx
b
•0)
1
Shadow Ridge Add.
BIk. 3
Lot 3
Prop.
N=103182.2 1 O
E=95072.74 r' ' C>
1944.12 43./2 FL
44.22 Tr
co
xtlxib
g 43.�654
¢ �
FL Ex.
E ` C E6v
43.94 CL Ex`.°'
CL Ex,>��
uletry IeteM d10 .4Z'MX
0-0
Sta. 26+86.45
co
OT
4444
Sta. 27+22.45
6'0c‘ II Prop.
N=1031816
43.63 FL Ex1 E=95002. 2
44.03 TC Ext.' 1943.90
• Ilf
a I�It
b)
,01
17'
IT
43.74 TC
92.5'
Lot 3
43.29 TC
Ida Nem
42.38 TC
N
io) 2.94910.33
1942.93
Shadow Ridge 4th Subdivision
41.48 TC
Lot 2
co
Prop.
N=103177.47
1941.97
0:36 I (.;
40.08 FL
ADJUST MANHOLE TO GRADE
Station
Side
Each
25+94.19
CL
1.0
0 x
/
gib. BUILD CONCRETE HEADER J
Station to Station
Side „soy
Lin. Ft.
27+42.45
LT & RT/
62.0
/
•
39.80 I C
/
40.58 TC
CON
39.30 FL
39.92 CL
0
39:19 C
�38.69 FL
39.31 CL
39 0 TC
Shadow Ridge 2nd Subdivision
Lot 4
\WACKER Li"
39.19 TC
CITY OF HASTINGS,
ENGINEERING DEPT. C)
Project
Wendell Drive / West 33rd Street
Proj. No.
PD -2013-3
Description
33rd Street Construction Plan
Design By
B.B.
Date
5/2014
Contractor
B.B.
Approved
By
3 of 8
1950
1948
1948
1946
1944
1942
1940
01
to
1938
03
600
*10
Ist
0)
L- LI
1946
1944
1942
1940
1938
1936
1934
tit
ifloj
UJ
3
0
1936
1934
1932
0
Tri. CO
2 Tc
0
oi
co
oi
d.
ur
InC\I tri
co
co
a 44
01 Ca
a co
0
01
cki
1932
24+00 4+50
25+00 5+50
26+00 6+50 27+00 7+50 28+00 8+50
29+00
9+50
30+00
70 00:::60 00:::50 00 40 00...30 00 • 20 00 • 10 00 10 00 20 00 . .. 30 00 40 00:::50 00:::60 00 70 00
1950 0
70 00:::60 00:::50 00 40 00...30 00:::20 00 • 10 00
10 00 20 00...30 00 40 00:::50 00:::60 00 70 00
1945 0
Dirt Qu
ntities 400.
E cavatio
2:::C.V. of:Exce
.s :Exca
ation
0,'A
G:I N:AL:: E
SIGN :EL
ESIGN E'
FILL . ARO
AREA
RTHWOR
A• =0.:00
GINAL :E
SIGN: EL
ESIGN: E
FILL. ARM
:AREA
:1:944
4944:
RTH:WOR
A. =0.:00
32:40
950 00
945 00
IGIN AL : E
SIGN : E
28+0
L:=1943
-1943:
OR GIN:AL::E
Oi SIGN' •EL
28+.
-194:3
194:3:
940 00
ESIGN E'
FILL . AR I
AREA
RTHWOR
A =0.:00
66:41:
RTH:WOR
A. -0.00
A• 0.00
950 00
945 00
OR G:IN:AL::E =.1.943 90
ESIGN E
RTHWOR
DESIGN : E' RTHWOR
FILL. AR
J AREA
Project
Wendell Drive / West 33rd Street = Int. East 115' & South 150'
Proj. No.
Description
Design By
B.B.
Drown By
B.B.
PD -2013-3
West 33rd St. Cross Sections
6/2014
Approved By
Contractor
SCALES:
1" = 20' HOR
1"=2'VER
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•J �re -0 47
4
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41.78 TC
42.28 C
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42.72 TC
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I
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9
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41.78 F
I
42.22 FL
I
Wendell Drive
42 14 C 1.69% 42.56 CL 42.p
13TC x
3 v g
2.63 FL
Jv
'
i
4 .29 FL
0
�)I a�R?
41.78 FL
J
!
CC 9%
42.22 FL
.79 TC FJ
J
9sr x 9R?
▪ S9 F r?
ye
43,
70'
42.28 TC
42.72 TO
Exist. 12" DIP Wafer Main
c9
j
0
J
7982•9? 9R?>pe?
Lot 2
J9
RS
lad
CL
J
s
J'
?O
�
43.94 TC
43.66 TC FJ
43.16 FL 4, .44 FL 9,
2.15%Rs
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kt
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4
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adow Ridge
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ision
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4- _Mr �zfaZO() ter
J
ter
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90
43.22 F69 4352 FL
(0
a
79.94'
0
(P
a
43.72 TC
44.
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X
(CJ
(, J ' J9
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R.i3 9RRJ Oz
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BIk. 3
Lot 1
LLO
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Ss
ciE
9R•-•.? 6o' 9 RSu91 99+9Z TIS
e - .- AS7fJ�j9 .0.
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.9 •,.?
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N ^ /
Cn or Q
'i
o-2zw-
•99
0.44%
61
icp
J
LL
co
CV
M
0
C"
0
Shadow Ridge Add.
BIk. 3
Lot 3
F
79
•RS
>6
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
100+00
LT & RT
36.2
REMOVE PAVEMENT
Station to Station
Side
Sq. Yds.
99+90.89 to 100+00
LT
8.6
BUILD 6" P.C.C. PAVEMENT 47B-3500
Station to Station
Side
Sq. Yards
100+00 to 101+37.86
LT & RT
552.0
ADJUST MANHOLE TO GRADE
Station
Side
Each
101+18.54
CL
1.0
SAW CUT
Station
Side
Lin. Ft.
99+90.89
LT
5.0
Inu
F�SSIp�•Ar y>
D L
1DAVI`1AC CER
E-5090
CITY OF HASTINGS,
ENGINEERING DEPT. 0
Projec
Wendell Drive / West 33rd Street
Proj. No.
PD -2013-3
Description
Wendell Drive Construction Plan
Design By
B.B.
Dote
5/2014
Contractor
Drown By
B.B.
Approved By
Dm. No.
5 of 8
1950
1948
V
I• STA =.10J+88.86
1950
VRI EL . _ . 1944.42
=•1.5%
Oa
=•-1:5%
CIIRVE 'LEN =
0.00
1948
1946
N
1946
1944
1942
1940
1938
N
1936
N0
+n
--I
"a
n,d
Cho
^co
01.
CPO.
Q)ir
%a
1.57
Osn
+isr
O)
op
--0.10%.
-0.27%
r `r1 +lam • Nd- . -.o . .,•j.
oU : oor1,- . c or
COI
°: C)
. .N
:M....6)
U),
0
})
VPI STA. .10.1+57.86
VPI STA
_ .102+19.86
1944
1942
1940
VPI
EL
.1.94196 . •
1 =169%
• • VPI 'EL = •1.943.96
92. _..1'.%
CURVE. LEN = 0:00
9
92. _
1.5%
0.10%
CURVE -
EN 0:00
1938
0
0
m
J
W
0_
0
03
1936
1934
1932
1934
O. to d' N
2 T 2. :x
dc,
'w 2 'x
........ aW ........ ......... 0-U....
n 0)
n
0) O
•
•
o Try N )f
X 2 'w
0
CC') CO '- 0)) 0))
1
oJ•PI
I'g
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.. n.:4! . . . . . .. ...
M OD
el W
die dm
O •,c O 'x
0) CO r r
0 0) 0) 0)
7 7
O
.................
W
.................
din
2 'X
Oti
. . . . . . . . 9- w . . . . . . .
1932
98+00 8+50
99+00 9+50 100+00 0+50
101+00
1+50
102+00
2+50
103+00
3+50
104+00
70
00 60 00 50
00 40
00.30
00:::20
00 10 00 U 10 00 20
00 30
00 40
00 50
00 60
00 70
00
70
00:::50
00:::50
00 40
00.30
00 20
00 10 .
00
C
10
00 20
00.30
00 40
00 50
00 60
00 70
00
1
19:5o o_o
950 00
Dirt Qua
ntities
290.0
C.Y. o
f Excess
Excavation
1945 00
1940 00
—3 0
N
CO We CR
CO
ter mit
945•00
940 GO
sva =101,+-37.86
OR GIN:AL:EL. =4944.30
....... DESIGN. :EL =194:4;30
DESIGN EARTHWORK
FILL AREA: -0.:00
CU T: AREA:::S:F. .
1950 OD
_a50-00
1945 0
945 00
1_940 0_0
940. no
:0
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00
ACITY OF HASTINGS,
ENGINEERING DEPT. C7,1 0
Project
Wendell Drive / West 33rd Street = Int. East 115' & South 150'
Proj. No.
PD -2013-3
Description
Wendell Drive Cross Sections
Design By
B.B.
Dote
6/2014
Contractor
Drown By
B.B.
Approved By
Dm. No.
6 of 8
30"(76.2cm)
SIM
Oat
C��rreataWarall1A 4VOitt \\i\ `A%IVA WPO44 WPMParirarrar —Ave
12"
(30cm)
2
12"
(30cm)
r
S
h
Ati
0
attalesabstOtesilaysiffil
te. word*. taint, Ohlaigigthilittagfr
0
Sheet 1 of 2.
Earth
Anchor
4
W W
w W W W
W Y W
W W w w W W W W W W W W W W W W W *
W W * y. W W W w W W .y W W W
Y' W y. W W W W Y" W * W W
W W W W
Y' W W W W W w W w w * W W W W w W W W W
W W
W W Y W W W
W W
W W
w e- W W W W
Staples/Stakes
Earth
Anchor
W w *
w v.. W W
9.. W W w W W WW W W w
,y W * * W W W W
W W * W W W W W W �" W * *
W W W W W W W W W
W W W W W W W W * W W W W W
W y, WW a, W W W W W W .y W
W V- W W W W W W W W W W
W W W W W W W
'-
W W
W W y
'4-
A
K
Drawing Not To Scale
NORTH
AMERICAN
GREEN®
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com
IDrawn on: 01-28-13
SLOPE
INSTALLATION
EARTH ANCHOR
(EA) DETAIL
1. Prepare soil before installing
high-performance turf reinforcement
mats (HP-TRMs), including any
necessary application of lime,
fertilizer, and seed.
2. Begin at the top of the slope by
anchoring the HP-TRMs in a 12" (30
cm) deep x 12" (30cm) wide trench
with approximately 30" (76.2 cm) of
HP-TRMs extended beyond the
up-slope portion of the trench.
Anchor the HP-TRMs with an
alternating row of staples and
anchors approximately 30" (76.2
cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Fold
remaining 30" (76.2 cm) portion of
HP-TRMs back over compacted
soil. Secure HP-TRMs over
compacted soil with an alternating
row of staples/anchors spaced
approximately 18" (45 cm) apart
across the width of the HP-TRMs.
3. Roll the HP-TRMs (A) down or (B)
horizontally across the slope.
HP-TRMs will unroll with
appropriate side against the soil
surface. All HP-TRMs must be
securely fastened to soil surface by
placing staples/anchors in
appropriate locations as shown in
the staple pattern guide.
4. The edges of parallel HP-TRMs
must be stapled between earth
anchors with approximately 4" (10
cm) overlap depending on the
HP-TRM type. For curved sections,
adjust the overlap edges of parallel
HP-TRMs accordingly with a
minimum of 4" (10 cm) overlap to
accommodate transitional
segments.
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the HP-TRMs.
®x44\J� SS/5Z Pe„.
pia D/iVIDL
5 m VACX<R
tee ° E-5090
a o
®ate% s ; �4I
A CITY OF HASTINGS, "��
ENGINEERING DEPT. �/�
Project
Wendell Drive / West 33rd Street = Int. East 115' & South 150'
Proj. No.
Description
Design By
Drown By
PD -2013-3
Erosion Control Detail Sheets
Date
6/2014
Contractor
Approved
Dr. No.
7 of 8
A
0.7 Anchors per SQ.YD.
(0.8 Anchors per SQ. M.)
2"-5"
(5-12.5cm) •
4'
(1.2m)
C
•
2'
(0.6m)
3.3'
• (•)
•
2"_5" 2"-5"
(5-12.5cm) (5-12.5cm) „r_
2"-5"
(5-12.5cm)
1.6'
*(0.5m)
• •
1.7 Anchors per SQ.YD.
(2.0 Anchors per SQ. M.)
6'
(1.8m)
2"-5"
(5-12.5cm)
3'
(0.9m)
B
•
3'
(0.9m)
T3.3'�
1.6' (lm)
(0.5m)
T
•
3.3'
(lm)
• •
1.15 Anchors per SQ.YD.
(1.35 Anchors per SQ. M.)
f
-1.6'
•
D
•
21.5'(0.45m)
•
3.3'
(lm)
2"_5"
(5-12.5cm)
•
•
• •
•
2.3 Anchors per SQ.YD.
(2.7 Anchors per SQ. M.)
NOTES:
* The performance of ground anchoring devices is highly
dependent on numerous site/project specific variables. It is the
sole responsibility of the project engineer and/or contractor to
select the appropriate anchor type and length. Anchoring shall be
selected to hold the mat in intimate contact with the soil subgrade
and resist pullout in accordance with the project's design intent.
* Anchor Pattern Guide can vary based on earth anchor and
blanket selection.
* If desired, the system can be soil -filled and sodded after TRM
installation. Sod should be staples/staked according to plan
specifications.
Drawing Not To Scale
2"-5"
(5-12.5cm)
Tendon
Sheet 2 of 2.
Load Bearing
Plate
Anchor Head
(Load -Locked
Position)
Earth Anchor
Detail
1:1
4*
SVA\ 4r4*
,After
44
r
air
4.:V
.
ate
OE 41"0.
44
4G
�
- 4
ce) ate
04',
..
1
Channel & Shoreline
Slopes
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
\A A
f B C�
0
0.1
-40
Shallow Slopes
NORTH
AMERICAN
GREEN®
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
IDrawn on: 01-28-13
SLOPE
INSTALLATION
EARTH ANCHOR
(EA) DETAIL
1. Prepare soil before installing
high-performance turf reinforcement
mats (HP-TRMs), including any
necessary application of lime,
fertilizer, and seed.
2. Begin at the top of the slope by
anchoring the HP-TRMs in a 6" (15
cm) deep x 6" (15cm) wide trench
with approximately 12" (30 cm) of
HP-TRMs extended beyond the
up-slope portion of the trench.
Anchor the HP-TRMs with a row of
staples and anchors approximately
12" (30 cm) apart in the bottom of
the trench. Backfill and compact
the trench after stapling. Apply
seed to compacted soil and fold
remaining 12" (30 cm) portion of
HP-TRMs back over seed and
compacted soil. Secure HP-TRMs
over compacted soil with a row of
staples/stakes spaced
approximately 12" (30 cm) apart
across the width of the HP-TRMs.
3. Roll the HP-TRMs (A) down or (B)
horizontally across the slope.
HP-TRMs will unroll with
appropriate side against the soil
surface. All HP-TRMs must be
securely fastened to soil surface by
placing staples/stakes in
appropriate locations as shown in
the staple pattern guide.
4. The edges of parallel HP-TRMs
must be stapled with approximately
2" - 5" (5-12.5cm) overlap
depending on the HP-TRM type.
5. Consecutive HP-TRMs spliced
down the slope must be end over
end (Shingle style) with an
approximate 3"(7.5cm) overlap.
Staple through overlapped area,
approximately 12"(30cm) apart
across entire HP-TRM width.
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the HP-TRMs.
X00
o DYV:D L oma;
C; LR
%
pin@®°° eft .
ACITY OF HASTINGS, (-^'X""1
ENGINEERING DEPT. c/L
Project
Wendell Drive / West 33rd Street = Int. East 115' & South 150'
Proj. No.
Description
Design By
Drawn By
PD -2013-3
Erosion Control Detail Sheets
Date
6/2014
MProvn/
Contractor
Dr. No.
8 of 8
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
co
gzra;
0
111
0
Z0-1
ti N
0.- I
W M
I
0 vCC ° `°
C �P
U
1D LL
Cr; CD0
m
cnoW
04
In
INAL JOINT
ti
0
„
4
a
3"
[
A.
MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS FOR EACH SPACER BAR
a
1'-0
J
1'-0„
s
a
r
a
a
X \\\\\\'\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
s
1'-0"
1,_0„
1'-0"
a
1'-0„
1'-0„
J
L1
1'_0„
<
EXPANSION JOINT FILLER
(APPLIES TO EXPANSION JOINTS ONLY)
a
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
1'-0'
1'-0„
s
3"
< a
L
DOWEL BAR HEIGHT AND DIAMETER
PAVEMENT
THICKNESS (T)
MINIMUM
BAR DIA.
DOWEL BAR
HEIGHT (T/2)
SKEW
TOLERANCE
7 NO. 4 SPACER BARS
11 "
T/2 ± V2
a
1'-0
J
1'-0„
s
a
r
a
a
X \\\\\\'\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
s
1'-0"
1,_0„
1'-0"
a
1'-0„
1'-0„
J
L1
1'_0„
<
EXPANSION JOINT FILLER
(APPLIES TO EXPANSION JOINTS ONLY)
a
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
1'-0'
1'-0„
s
3"
< a
L
DOWEL BAR HEIGHT AND DIAMETER
PAVEMENT
THICKNESS (T)
MINIMUM
BAR DIA.
DOWEL BAR
HEIGHT (T/2)
SKEW
TOLERANCE
LESS THAN 10"
11 "
T/2 ± V2
�A"
10" OR MORE _
11/2'
T/2 ± 1/211
�A"
0
1'-0„
PROFILE GRADE ELEVATION
ASSEMBLY PLAN
DOWEL BAR LOCATION TABLE
L 1
L 2
L 3
#BARS
DESCRIPTION
12'-0"
6"
5"
12
12'-0" PAVEMENT
15'-0"
2'-6"
2'-5"
13
15'-0' PAVEMENT (INCLUDES 3'-0" SHOULDER)
16'-0"
3'-6"
3'-5"
13
16°-0" PAVEMENT (INCLUDES 4'-0" SHOULDER)
16'-0"
6"
5"
16
16'-0" RAMP & LOOPS
>14'-6"
1'-6"
1'-5"
VARIES
PAVEMENT WITH CURB
>14'-6"
2'-6"
2'-5"
VARIES
PAVEMENT WITH CURB
>6'-0"
6"
5"
VARIES
IRREGULAR AREAS (WIDEN, FILLETS, GORE )
SLOPE AS SHOWN ON PLANS --�
1" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR
EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS.
L1
ti
1'_0„
L3
JOINT SEALANT (HOT POURED)
NO. 4 SPACER BAR WELDED
DIRECTION OF PLACEMENT
NO. 4 SPACER BAR WIRED
12 GAUGE CHAIR
SECTION
GREASE DOWEL BAR 01(
EXPANSION TUBE SIDE ONLY
PREFORMED EXPANSION JOINT FILLER
(TO BE USED AT EXPANSION JOINTS ONLY)
1„
STOP LUGS
4"
END CUT AND BEND
EXPANSION TUBE
EXPANSION JOINT
(SUBSIDIARY)
JOINT SEALANT (HOT POURED)
ti
DOWEL BARS
1" TEMPORARY FILLER
GREASE DOWEL BAR ON
EXPANSION TUBE SIDE ONLY
V ' .
M" R.
r
EXISTING SLAB
•
t
EXPANSION TUBE
NEW SLAB
NOTES:
DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8"
INTO EXISTING SLAB AND GROUTED.
SECTION
NOTES:
THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR
EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF
THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE
ENGINEER.
DOWEL BARS SHALL BE A MINIMUM OF 17%" IN LENGTH,
CENTERED ON JOINTS AND BE SMOOTH BARS.
TIE BARS SHALL BE DEFORMED BARS.
FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN
LANES OTHER THAN THE LANES SHOWN, MAINTAIN THE
SPACING OF THE P-6" DOWEL BARS AT P-0" INTERVALS.
THE ENDS OF THE NO. 4 SPACER BARS SHALL NOT BE LESS
THAN 3" FROM THE EDGES OF THE PAVEMENT OR THE
LONGITUDINAL JOINT.
THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE
LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS.
IF A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT
USED, TIE BAR PINS AS SHOWN SHALL BE USED.
TIE, DOWEL & SPACER BARS SHALL CONFORM TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS.
KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE
CONSTRUCTION JOINTS SHALL BE EDGED WITH %" R. AT
TIME OF CONCRETE PLACEMENT.
CONCRETE PAVEMENT SHALL BE TINED UNLESS OTHERWISE
SHOWN IN THE PLANS.
EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS
SHOWN IN THE PLANS.
PAVEMENT PLACED ADJACENT TO R.R. TRACKS REQUIRES
3 -EXPANSION JOINTS SPACED AT APPROX. 49'-6"
INTERVALS.
EXPANSION JOINTS SHALL NOT BE SKEWED.
T= PAVEMENT THICKNESS
* THE DEPARTMENT REQUIRES THAT DOWEL BASKETS BE
PLACED IN ALL CONTRACTION JOINTS WHICH ARE 6'-0" OR
WIDER. THE DOWEL BASKETS SHALL BE PLACED
TRANSVERSE TO THE DIRECTION OF THE PREDOMINANT
TRAFFIC DIRECTION.
R9 JUL II JOINT: EARLY SAW CUT
R8 OCT. 10 CHANGED TIMING INFORMATION
R7 MAR. 05 MULTIPLE CHANGES
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 329-R9
8 TO 16 INCH
CONCRETE PAVEMENT
FHWA APPROVED:
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DIRECTION OF PLACEMENT
NO. 4 SPACER BARS WELDED 3" MIN.
CLEARANCE FROM EDGE OF SLAB
A MINIMUM OF 5 CHAIRS
PLACED AT UNIFORM
INTERVALS SHALL BE USED
FOR EACH 12'-0" LANE
54" DIA.
SMOOTH BAR
MAX.
JOINT SEALANT
(HOT POURED)
CONVENTIONAL SAWING
GREASE THIS SIDE ONLY
12 GAUGE CHAIR
CONSTRUCTION JOINT
516" TIE BAR
COUPLING —
DETAILS OF "W" BAR
N6" MAX.
JOINT SEALANT
(HOT POURED)
N6" TIE BAR & COUPLING
ROTATE BAR IF NECESSARY TO
MAINTAIN 2" MIN. CLEARANCE
(OPTION 1)
KEY TYPE
NO. 5 HOOK AND W—BARS AT APPROX. 2'-9" CTRS.
OR N6" HOOK AND W—BARS AT APPROX. 2'-9" CTRS.
OR
JOINT DETAIL
THE DOWEL BAR SPACING SHALL
BE THE SAME AS SHOWN FOR THE
EXPANSION JOINT. REFER TO BAR
LOCATION TABLE AND THE DOWEL
BAR HEIGHT AND DIAMETER TABLE
ON SHEET 1 OF 4.
WIDTH AS RECOMMENDED
BY THE SAW MANUFACTURER
(%" MIN.)
JOINT SEALANT
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SEE JOINT DETAIL
16 GAUGE METAL
CONTRACTION JOINT
LONGITUDINAL JOINT WITH
JOINT SEALANT (HOT POURED)
EXISTING SLAB
TIE BAR PIN
12 GAUGE METAL PLATE
6" x 6" SQUARE
SPOT WELD
30° MAX.
1'
SPOT WELD
12 GAUGE METAL PLATE
6" x 6" SQUARE
NO. 5 x 1'-6" TIE BARS ON APPROX. 2'-9" CTRS. TO BE
DRILLED AND GROUTED INTO EXISTING SLAB
TIE BARS ARE TO BE INSTALLED WHERE NEW CONCRETE PAVEMENT
IS PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT
DETAILS OF TIE BAR
NO. 5 x 2'-6" TIE BARS
AT APPROX. 2'-9" CTRS.
N6" MAX.
JOINT SEALANT
(HOT POURED)
TIE BAR PINS
(OPTION 2)
KEY TYPE
KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION
JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME
LONGITUDINAL JOINTS
NOTE:
NO TIE BARS SHALL BE CLOSER THAN 1'-3" TO A TRANSVERSE JOINT. ALL LONGITUDINAL JOINTS
BETWEEN LANES AND BETWEEN LANES AND SHOULDERS MUST BE TIED. MEDIAN SHOULD NOT BE TIED.
SEE JOINT DETAIL
e
NEW SLAB
NO. 5 x 2'-6" TIE BARS ON APPROX.
2'-9" CTRS. WHEN T=6" TO 10",
NO. 6 x 2'-6" TIE BARS ON APPROX.
2'-9" CTRS. WHEN T OVER 10"
TIE BAR PINS
SAWED
WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE
LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED
R9
R8
R7
REV. NO
12 GAUGE METAL
F N6"
CHAIR
NOTE: T = PAVEMENT THICKNESS
JUL II
JOINT: EARLY SAW CUT
CHANGED TINING INFORMATION
MULTIPLE CHANGES
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 329-R9
8 TO 16 INCH
CONCRETE PAVEMENT
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FHWA APPROVED:
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DATE
DATE
ORIGINAL:
OCTOBER 25, 1994
DATE
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Roadway Design
LONGITUDINAL JOINTS
(IF APPLICABLE)
16'-6"
STOP TINING 6" FROM
EDGE OF DRIVING LANE
SAWED CONTRACTION JOINTS (TYP.)
TINING WITH CONCRETE SHOULDER
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LONGITUDINAL JOINT
8" TYP. NOT TINED
CENTERED ON JOINT
STOP TINING 6" FROM
EDGE OF DRIVING LANE
INSIDE SHOULDER
LONGITUDINAL JOINT
(IF APPLICABLE)
OUTSIDE SHOULDER
DRIVING LANES
OUTSIDE SHOULDER
TINING LIMITS GORE AREA
NOTES:
16'-6" TRANSVERSE JOINT SPACING IS THE STANDARD
JOINT SPACING REGARDLESS OF THE PAVEMENT
THICKNESS.
V VARIES FROM 10'-0" TO MAX. 16'-6".
THE LONGITUDINAL JOINT BETWEEN THE SHOULDER AND
THE 12'-0" DRIVING LANE IS NOT REQUIRED FOR SHOULDER
WIDTHS OF 4'-0" OR LESS.
TRANSVERSE JOINTS FOR DOWELED CONCRETE PAVEMENT
SHALL BE CONSTRUCTED PERPENDICULAR TO THE ROADWAY.
ALL CONCRETE SURFACES, NOT . TINED, WILL REQUIRE
TRANSVERSE BROOMING OR BURLAP DRAG. (NOT
APPLICABLE TO SHOULDERS)
R9
JUL II
JOINT: EARLY SAW CUT
R8
OCT. /0
CHANGED TINING INFORMATION
R7
MAR. 05
MULTIPLE CHANGES
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 329-R9
8 TO 16 INCH
CONCRETE PAVEMENT
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INTERSECTION
INTERSECTION
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12' 12'
14.
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INTERSECTION
JOINT LAYOUT
(TYPICAL INTERSECTIONS WITH RAISED ISLANDS)
RURAL URBAN
STOP TINING 2'-0" FROM BACK OF CURB
INTERSECTION
TYP.
NO SHOULDER
DRIVING LANES
DRI VEWA Y
NO SHOULDER
LONGITUDINAL JOINTS 16'-6"
CONC. SHOULDER
SAWED CONTRACTION
JOINTS (TYP.)
DRI VEWA Y
STOP TINING 6" FROM
EDGE OF DRIVING LANE
TINING PARALLEL TO
LONGITUDINAL JOINT
8" TYP. NOT TINED
CENTERED ON JOINT
STOP TINING 6" FROM
EDGE OF DRIVING LANE
RURAL TINING LIMITS WITH SURFACED SHOULDERS
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STOP TINING 2'-0" FROM BACK OF CURB
TINING (TYP.)
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SAWED CONTRACTION JOINTS
(TYP.)
V :V---
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15' T 15'--r— V . V
2'-0" MIN.
JOINT LAYOUT
(TYPICAL INTERSECTIONS & DRIVES)
INTERSECTION
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STOP TINING 2'-0" FROM BACK OF CURB
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LEGEND
NOTES:
SAWED CONTRACTION JOINT
LONGITUDINAL JOINT
16'-6" TRANSVERSE JOINT SPACING IS THE STANDARD
JOINT SPACING REGARDLESS OF THE PAVEMENT THICKNESS.
V VARIES FROM 10'-0" TO MAX. 16'-6".
VARIABLE SPACING IS USED AROUND INTERSECTIONS
AND LARGE DRIVEWAYS WHICH IS TIED TO THE CONCRETE
LANES OR SHOULDERS TO MATCH THE JOINTS.
ALL CONCRETE SURFACES, NOT TINED, WILL REQUIRE
TRANSVERSE BROOMING OR BURLAP DRAG.
(NOT APPLICABLE TO SHOULDERS)
R9
JUL II
JOINT: EARLY SAW CUT
R8
OCT. /0
CHANGED TINING INFORMATION
R7
MAR. 05
MOLT/PW CHANGES
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 329-R9
8 TO 16 INCH
CONCRETE PAVEMENT
FHWA APPROVED:
ROADWAY DESIGN DIVISION
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CHANNELIZATION DEVICES
THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN ROAD USERS OF :CONDITIONS CREATED
BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMPORARY
TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY... CHANNELIZING
DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR POSTS, VERTICAL PANELS,
DRUMS, BARRICADES, TRAFFIC LANE DIVIDERS, 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 SHALL MEET THE CRASHWORTHY PERFORMANCE CRITERIA CONTAINED IN
THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR MANUAL FOR
ASSESSING SAFETY HARDWARE (MASH). THEY SHOULD BE CONSTRUCTED AND BALLASTED TO
PERFORM IN A PREDICTABLE MANNER WHEN INADVERTENTLY STRUCK BY A :VEHICLE. IF STRUCK,
THE DEVICE SHOULD YIELD OR BREAK AWAY, 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
(FEET)
TAPER _.
TANGENT
25
25
50
35
35
70
45
45 .
90
55
55
110
60
60
120
65
65
130
75
75
150
WARNING LIGHTS MAY BE ADDED TO CHANNELIZING DEVICES IN AREAS WITH FREQUENT FOG, SNOW,
OR SEVERE ROADWAY CURVATURE, OR WHERE VISUAL DISTRACTIONS ARE PRESENT, EXCEPT FOR
THE SEQUENTIAL FLASHING WARNING LIGHTS, WARNING LIGHTS PLACED ON "CHANNELIZING DEVICES
USED IN A SERIES TO CHANNELIZE ROAD USERS SHALL BE STEADY -BURN. .
THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL'. HAVE A SMOOTH,
SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION D4956, FOR
TYPE IV SHEETING OR TYPE V REBOUNDABLE SHEETING (OR GREATER).
COEFFICIENT OF RETROREFLECTION`
(CD/LUX/M2)
WHITE
ORANGE
RED
YELLOW•
250
100
45
170
THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY GUIDELINES FOR
WORK ZONE TRAFFIC CONTROL DEVICES" SHALL BE USED AS A VISUAL GUIDE FOR DETERMINING
IF A TRAFFIC CONTROL DEVICE/OR SIGN 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 DEVICE FACE. THE LETTERS
AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 15 SQUARE INCHES IN TOTAL
AREA.
PARTICULAR ATTENTION SHOULD BE GIVEN TO MAINTAINING THE CHANNELIZING DEVICES TO KEEP
THEM CLEAN, VISIBLE, AND PROPERLY POSITIONED. DEVICES SHALL BE REPLACED THAT ARE
DAMAGED AND/OR HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND
EFFECTIVENESS.
REFLECTORIZED PLASTIC DRUMS
RETROREFLECTIVE WHITE
RETROREFLECTIVE WHITE
DESIGN
RETROREFLECTIVE FLUORESCENT
ORANGE
OPTIONALtRETROREFLECTIVE
FLUORESCENT ORANGE
REFLECTORIZED PLASTIC DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE
CONSTRUCTED OF LIGHTWEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF
36 INCHES IN HEIGHT AND HAVE A MINIMUM WIDTH OF AT LEAST A 18 INCHES, REGARDLESS OF
ORIENTATION. THE PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. METAL DRUMS SHALL
NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, SHALL BE CIRCUMFERENTIAL,
AND SHALL DISPLAY FOUR 6 INCH WIDE BANDS OF RETROREFLECTIVE SHEETING, ALTERNATING
FLUORESCENT ORANGE -WHITE -FLUORESCENT ORANGE -WHITE, DRUMS SHALL HAVE CLOSED TOPS
THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION OR OTHER DEBRIS.:
APPLICATION
DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY ALSO
BE USED INDIVIDUALLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS. DRUMS ARE HIGHLY
VISIBLE AND HAVE GOOD TARGET VALUE; THEY GIVE THE APPEARANCE OF BEING FORMIDABLE
OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS.
BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. DRUMS SHOULD NOT BE WEIGHTED WITH
SAND, WATER, OR ANY MATERIAL.
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 IV
TYPE IV
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
I+
BALLAST BAR
BALLAST
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
APPROPRIATE MARKINGS. IT IS USED TO CONTROL ROAD USERS 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 ROAD USERS
ARE TO PASS. THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH FOR A
TYPE II BARRICADE IS 36 INCHES.
WHERE BARRICADES EXTEND ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE
DOWNWARD IN THE DIRECTION TOWARD WHICH ROAD USERS 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 ROAD USER, AND IN A MANNER THAT PROVIDES A STABLE SUPPORT THAT IS NOT
EASILY BLOWN OVER OR DISPLACED.
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.
THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE
BARRICADE BACK OR SUPPORT BUT NOT ON ITS FACE.
** WHEN LATERAL SPACE IS LIMITED, SOME TYPE III BARRICADES WITH A 4 FOOT LENGTH OF
RAIL, MAY BE ALLOWED WHEN APPROVED BY THE ENGINEER.
APPLICATION
TYPE II BARRICADES ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED
THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED INDIVIDUALLY OR IN
GROUPS TO MARK A SPECIFIC CONDITION, OR THEY MAY BE USED IN A SERIES FOR
CHANNELIZING TRAFFIC. ON THE INTERSTATE, FREEWAY AND EXPRESSWAY SYSTEM, TYPE II
BARRICADES SHALL NOT BE USED FOR CHANNELIZATION.
TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY
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 WHO SHALL PROVIDE 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 BARRICADES MAY 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 WORK 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.
CONES
RETROREFLECTIVEli
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.
FOR NIGHTTIME 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 4 INCHES FROM THE TOP OF THE
CONE, AND AN ADDITIONAL 4 INCH WIDE WHITE BAND A MINIMUM OF 2 INCHES BELOW THE
6 INCH BAND.
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 FOR
LANE CLOSURE TAPERS OR SHIFTS, CONES SMALLER THAN 42 INCHES 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 INADVERTENTLY STRUCK.
42 INCH CONES
RETROREFLECTIVE
FLUORESCENT ORANGE
RETROREFLECTIVE WHITE
30 LB BASE
2%/4' MAX. HEIGHT
DESIGN
42 INCH CONES SHALL INCLUDE A 30 POUND RUBBER BASE AND DISPLAY FOUR 6 INCH
WIDE BANDS OF RETROFEFLECTIVE SHEETING, ALTERNATING FLUORESCENT ORANGE-WHITE-
FLOURESCENT ORANGE -WHITE.
APPLICATION .
WHEN APPROVED BY THE ENGINEER OR SHOWN IN THE PLANS, 42 INCH REFLECTIVE CONES MAY
BE USED IN LIEU OF TYPE II BARRICADES OR REFLECTORIZED DRUMS. 42 INCH CONES SHALL
NOT BE USED FOR LANE -CLOSURE TAPERS OR SHIFTS. IF A RECTANGULAR BASE IS USED, THE
LONG SIDE OF THE BASE SHOULD BE ORIENTED PARALLEL TO THE DIRECTION OF TRAFFIC.
TUBULAR POST AND CURB SYSTEM
RETROREFLECTIVE
BANDS
36" - 42"
'1
CURB UNIT
2" 4"
DESIGN
TUBULAR POSTS USED IN THE SYSTEM SHALL BE 36 INCHES HIGH AND A MINIMUM OF 2 INCHES
WIDE WHEN FACING TRAFFIC. THE TUBULAR POST AND CURB SYSTEM SHALL BE MADE OF A
MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES. THE COLOR SHALL
BE AS SHOWN IN THE PLANS.
THE TUBULAR POSTS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR POSTS SHALL
BE PROVIDED BY TWO 3 -INCH WIDE RETROREFLECTIVE BANDS PLACED A MAXIMUM OF 2 INCHES
FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. EACH CURB SECTION SHALL
CONTAIN ONE RETROREFLECTIVE MARKER FACING EACH DIRECTION OF TRAFFIC. THE COLOR OF
THE RETROREFLECTIVE BANDS AND MARKERS SHALL MATCH THE POST/CURB COLOR.
THE CURB SECTIONS SHALL BE CONFIGURED TO ALLOW FOR DRAINAGE FROM THE PAVEMENT
SURFACE.
APPLICATION
TUBULAR POST AND CURB SYSTEMS MAY BE USED TO DIVIDE OPPOSING LANES OF TRAFFIC OR
TO DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION.
FASTENING THE CURBS TO THE PAVEMENT WITH ANCHOR BOLTS OR OTHER SUITABLE METHODS AS
DIRECTED BY THE MANUFACTURER IS REQUIRED TO MINIMIZE THE CHANCE OF BEING MOVED BY
TRAFFIC.
TUBULAR POST AND CURB SYSTEMS SHALL BE INSTALLED IN THE LOCATIONS SHOWN IN THE
PLANS OR DIRECTED BY THE ENGINEER.
VERTICAL PANELS
DESIGN
RETROREFLECTIVE MATERIAL ON VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST
24 INCHES HIGH. THEY SHALL HAVE ALTERNATING ORANGE AND WHITE STRIPES, WHERE THE
HEIGHT OF THE RETROREFLECTIVE MATERIAL ON THE VERTICAL PANEL IS MORE THAN
36 INCHES, A PANEL STRIPE WIDTH OF 6 INCHES SHALL BE USED. WHERE THE HEIGHT OF THE
RETROREFLECTIVE MATERIAL ON THE VERTICAL PANEL IS 36 INCHES OR LESS, A PANEL STRIPE
WIDTH OF 4 INCHES SHALL 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
RETROREFLECTORIZED STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE
DIRECTION TRAFFIC IS TO PASS.
POST MOUNTED VERTICAL PANELS SHALL BE MOUNTED WITH THE BOTTOM A MINIMUM OF
1 FOOT ABOVE THE ROADWAY. VERTICAL PANELS ON A TEMPORARY STAND SHALL BE MOUNTED
WITH THE BOTTOM A MAXIMUM OF 1 FOOT ABOVE THE ROADWAY.
APPLICATION
WHERE SPACE IS LIMITED VERTICAL PANELS MAY BE USED TO CHANNEL TRAFFIC, DIVIDE
OPPOSING LANES OF TRAFFIC, DIVIDE TRAFFIC LANES OR REPLACE BARRICADES. WHEN
APPROVED BY THE ENGINEER, VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF
THE ROADWAY.
TUBULAR POSTS
DESIGN
RETROREFLECTIVE WHITE
TUBULAR POSTS SHALL BE PREDOMINANTLY ORANGE, NOT LESS THAN 28 INCHES HIGH, BE A
MINIMUM OF 2 INCHES WIDE WHEN FACING TRAFFIC, AND MADE OF A MATERIAL THAT CAN BE
STRUCK WITHOUT DAMAGING IMPACTING VEHICLES.
TUBULAR POSTS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR POSTS 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 POSTS 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 POSTS WILL NOT BE BLOWN OVER OR
DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR
ADHESIVE, IF A NONCYLINDRICAL DEVICE IS USED, IT SHALL BE ATTACHED TO THE PAVEMENT
TO ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS.
TUBULAR POSTS SHOULD NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR A PEDESTRIAN
BARRIERS IN TEMPORARY TRAFFIC CONTROL ZONES ON OR ALONG SIDEWALKS.
R6
R5
R4
REV. NO.
JUN 14 2009 MUTCD UPDATE
OCT 98 REVISE CHANNELIZATION DEVICES, TAPER
JAN 95 REWRITE
DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 920-R6
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ACCEPTED BY FHWA FOR USE ON
NATIONAL HIGHWAY SYST
DANIEL J.
WADDLE
E-6289
i
JUNE 014
DATE
ORIGINAL:
OCTOBER 1998
DATE
ROADWAY DESIGN DIVISION
Computer: DRDESIGN55
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OPPOSING TRAFFIC LANE DIVIDERS
DESIGN
OPPOSING TRAFFIC LANE DIVIDERS SHALL BE A TWO SIDED UPRIGHT RETROREFLECTORIZED
ORANGE PANEL, WITH A WIDTH OF 12 INCHES AND A HEIGHT OF 18 INCHES. 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 4 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTING
SURFACE BY EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS
FACING TRAFFIC.
APPLICATION
OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS
TO SEPARATE OPPOSING TRAFFIC ON A TWO—LANE, TWO—WAY OPERATION.
FLAGGERS
REQUIRED METHOD EMERGENCY USE ONLY
TO STOP TRAFFIC
TRAFFIC PROCEED
e
TO ALERT AND 'es
SLOW TRAFFIC ee
FLAGGER PADDLE
THE STOP/SLOW PADDLE SHALL HAVE AN OCTAGONAL SHAPE ON A RIGID HANDLE. STOP/SLOW
PADDLES SHALL BE AT LEAST 18 INCHES WIDE WITH LETTERS AT LEAST 6INCHES HIGH. IF
THE STOP/SLOW PADDLE IS PLACED ON A RIGID STAFF, THE MINIMUM LENGTH OF THE STAFF,
MEASURED FROM THE BOTTOM OF THE SIGN TO THE END OF THIS STAFF :THAT RESTS ON THE
GROUND, SHOULD BE 5 FEET. THE STOP/SLOW PADDLE SHOULD BE THE PRIMARY AND PREFERRED
HAND—SIGNALING DEVICE BECAUSE THE STOP/SLOW PADDLE GIVES ROAD USERS MORE POSITIVE
GUIDANCE THAN RED FLAGS. USE OF FLAGS SHOULD BE LIMITED TO EMERGENCY SITUATIONS.
FLAGGERS
A FLAGGER MUST BE DRESSED FOR SAFETY. IN ADDITION TO THE REQUIREMENTS OF THE
"WORKER VISIBILITY" SECTION LISTED BELOW, FLAGGERS SHALL WEAR:
1. AN ORANGE OR YELLOW/GREEN CAP OR HARD HAT.
2. A SHIRT WITH SLEEVES, PANTS AND SHOES (TANK TOPS, SHORTS OR SANDALS SHALL
NOT BE WORN).
FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND; PROCEDURES FOR
FLAGGING 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.
WORKER VISIBILITY
ALL WORKERS WITHIN THE RIGHT—OF—WAY WHO ARE EXPOSED EITHER TO TRAFFIC (VEHICLES
USING THE HIGHWAY FOR PURPOSES OF TRAVEL) OR TO CONSTRUCTION EQUIPMENT WITHIN THE
WORK AREA SHALL WEAR HIGH—VISIBILITY SAFETY APPAREL. HIGH—VISIBILITY SAFETY APPAREL
IS DEFINED TO MEAN PERSONAL PROTECTIVE SAFETY CLOTHING THAT;
1. IS INTENDED TO PROVIDE CONSPICUITY DURING BOTH DAYTIME AND NIGHTTIME USAGE,
AND
2. MEETS THE PERFORMANCE CLASS 2 OR CLASS 3 REQUIREMENTS; OF THE ANSI/ISEA
107-2004 PUBLICATION ENTITLED "AMERICAN NATIONAL STANDARDS FOR HIGH—
VISIBILITY SAFETY APPAREL AND HEADWEAR"
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
BARRICADES, 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 "A" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE
TYPE III BARRICADE THAT ACCOMPANIES THE ADVANCE WARNING SIGNS.
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. WHEN USED TO
SUPPLEMENT CHANNELIZATION, THE MAXIMUM SPACING FOR WARNING LIGHTS SHOULD BE
IDENTICAL TO THE CHANNELIZING DEVICE SPACING REQUIREMENTS. WHEN USED TO DELINEATE
A CURVE, TYPE "C" WARNING LIGHTS SHOULD ONLY BE USED ON DEVICES ON THE OUTSIDE OF
THE CURVE, AND NOT ON THE INSIDE OF THE CURVE.
FLASHING ARROW PANEL (DISPLAY)
AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS, CAPABLE OF EITHER FLASHING OR
SEQUENTIAL DISPLAYS. THIS SIGN SHALL PROVIDE ADDITIONAL WARNING AND DIRECTIONAL
INFORMATION TO ASSIST IN MERGING AND CONTROLLING ROAD USERS THROUGH OR AROUND A
TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN COMBINATION WITH
APPROPRIATE SIGNS, CHANNELIZING DEVICES 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
NON—REFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE, TRAILER OR OTHER
SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT MEASURED VERTICALLY FROM THE BOTTOM OF
THE PANEL TO THE ROADWAY BELOW IT OR TO THE ELEVATION OF THE NEAR EDGE OF THE
ROADWAY. SHALL BE 7 FEET EXCEPT ON VEHICLE—MOUNTED PANELS, WHICH SHOULD BE AS
HIGH AS PRACTICAL.
THE FOLLOWING SELECTIONS SHALL
BE PROVIDED ON THE ARROW PANEL
OPERATING MODE
PANEL DISPLAY
FLASHING ARROW
L MINIMUM
SHIFTING TAPER
•
•
SHOULDER TAPER
RIGHT SHOWN; LEFT OPPOSITE
SEQUENTIAL ARROW
100 FEET MAXIMUM
30
••• •
••
•
••C•
•
•
•••• t•
•
35
RIGHT SHOWN; LEFT OPPOSITE
SEQUENTIAL CHEVRON
.245
40
.••
•
.••.••
•
.••.••.••
45
RIGHT SHOWN; LEFT OPPOSITE
FLASHING DOUBLE ARROW
.540
50
•:•• S•
550
600
FLASHING OR ALTERNATING
CAUTION
550
605
.660
OR•
• •
•
OR
FLASHING FLASHING
LINE CORNERS
65
•
715
401
75
ALTERNATING DIAMOND CAUTION
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 MODE SHALL ONLY BE USED FOR STATIONARY OR
MOVING LANE CLOSURES.
FOR SHOULDER WORK BLOCKING THE SHOULDER, FOR ROADSIDE WORK NEAR THE SHOULDER, OR
FOR TEMPORARILY CLOSING ONE LANE ON A TWO—LANE, TWO—WAY ROADWAY, AN ARROW PANEL
SHALL BE USED ONLY IN THE CAUTION MODE.
AN ARROW DISPLAY MODE 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
TO LATERALLY SHIFT TRAFFIC.
TEMPORARY RUMBLE STRIPS
EACH SECTION SHALL CONSIST
OF 10 SEGMENTS.
6"
24'
EDGE OF TRAVELED LANE
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DESIGN
TEMPORARY RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AND
AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT.
THE TEMPORARY RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF 5/8'. PREFORMED
RUMBLE STRIPS MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/2' HEIGHT.
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.
IF, AFTER THE SIGNAL ASSEMBLIES ARE ERECTED AND THE ROAD IS OPEN TO PUBLIC TRAVEL,
THE SIGNAL SYSTEM IS NOT PUT IMMEDIATELY INTO OPERATION, THE SIGNAL FACES SHALL BE
COVERED WITH BURLAP OR OTHER OPAQUE MATERIAL SUBJECT TO THE APPROVAL OF THE
ENGINEER, INOPERATIVE SIGNALS ON ROADS OPEN TO THE PUBLIC SHALL ALWAYS BE COVERED.
TILTING THE SIGNALS UPWARD IS NOT AN ACCEPTABLE ALTERNATIVE TO COVERING THE HEADS.
FLOODLIGHTS
WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHALL BE USED TO'ILLUMINATE FLAGGER
STATIONS. FLOODLIGHTS SHOULD BE USED TO ILLUMINATE 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.
TAPERS
TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS 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
INTO COMMON ROAD SPACE. THE TAPER SHOULD BE LONG ENOUGH TO ENABLE MERGING DRIVERS
TO HAVE ADEQUATE ADVANCE WARNING AND SUFFICIENT LENGTH TO ADJUST THEIR SPEEDS AND
MERGE INTO A SINGLE LANE BEFORE THE DOWNSTREAM 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 WHERE SHOULDERS ARE PART
OF THE ACTIVITY AREA AND ARE CLOSED, OR WHEN IMPROVED SHOULDERS MIGHT BE MISTAKEN
AS A DRIVING LANE IN THESE INSTANCES, THE SAME TYPE, BUT ABBREVIATED, CLOSURE
PROCEDURES USED ON A NORMAL PORTION OF THE ROADWAY CAN BE USED. 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 OR 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 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 MINIMUM LENGTH OF
50 FEET AND A MAXIMUM LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY
20 FOOT SPACINGS SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE—LANE—SECTION AND A
DOWNSTREAM TAPER WITH A LENGTH OF APPROXIMATELY 100 FEET SHOULD BE USED TO GUIDE
TRAFFIC BACK INTO THEIR ORIGINAL LANE.
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
—W52
L 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)
LANE WIDTH
S
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
60
600
660
720
65
650
715
780
75
750
825
900
R6
R5
R4
REV. NO.
JUN 14
OCT 98
JAN 95
DATE
2009 MUTCD UPDATE
REVISE CHANNELIZATION DEVICES, TAPER
REWRITE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 920-R6
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ACCEPTED BY FHWA FOR USE 0
NATIONAL HIGHWAY SYSTE
i
o . DANIEL J. orti
141
a WADDLE
I. E-6289
N
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JUNE 2S 4
DATE
ORIGINAL:
OCTOBER 1998
DATE
ROADWAY DESIGN DIVISION
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ROADSIDE SIGNS
HEIGHT AND LATERAL LOCATION OF SIGNS
RURAL AREA
PAVED
SHOULDER
URBAN AREA
TYPICAL FIRST SIGN AT
CONSTRUCTION SITE
WITH TYPE "A" FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
WITH SPEED ADVISORY PLATE
ROAD
CLOSED
500 FT
PORTABLE AND
TEMPORARY MOUNTING
TYPICAL SIGN MOUNTINGS
POST MOUNTED
SIGNS 48 INCHES OR WIDER
REQUIRE TWO POSTS
SIGN WIDTHS LESS THAN48 INCHES
MAY BE MOUNTED WITH -ONE POST
TYPICAL SIGN MOUNTINGS
OTHER THAN POST MOUNTED
TYPE III BARRICADE
WITH SIGN
ROAD
CLOSED
`": DETOUR111.116.11.11.11.111
TYPE III BARRICADE WITH
SIGN AND DETOUR ARROW
TYPE II BARRICADE WITH
DETOUR ARROW OR SIGN
MIN. 1 FT.
ABOVE PAVEMENT
1500 FTI
PORTABLE AND
TEMPORARY MOUNTING
TYPE III BARRICADE
WITH CHEVRONS
PLASTIC DRUM WITH
CHEVRON OR SIGN
TEMPORARY SIGN SUPPORTS
ALL "TEMPORARY SIGN" SUPPORTS (BASES) SHALL BE NCHRP 350 OR MASH (TL -3) APPROVED.
"TEMPORARY SIGNS" ARE ALL TEMPORARILY MOUNTED WORK ZONE SIGNS THAT ARE NOT POST
MOUNTED IN THE GROUND AT THE TYPICAL 5 FOOT MOUNTING HEIGHT. TEMPORARY SIGNS
ARE CONSIDERED NCHRP 350 OR MASH CATEGORY 2 DEVICES AND ARE MOUNTED ON TEMPORARY
SIGN STANDS. TEMPORARY SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT ABOVE THE
GROUND, UNLESS OTHERWISE REQUIRED TO BE MOUNTED AT A HIGHER HEIGHT.
TEMPORARY SIGNS AND THEIR SUPPORTS SHALL NOT BE IN PLACE LONGER THAN 3 DAYS. ANY
SIGN THAT IS TO BE IN PLACE LONGER THAN 3 DAYS SHALL BE POST MOUNTED OR MOUNTED
TO A DRUM, BARRICADE, OR BARRIER, AS REQUIRED BY THE PLANS OR SPECIFICATIONS.
PORTABLE DYNAMIC MESSAGE SIGN DELINEATION
0
�--� PDMS
0 0
IN MEDIAN
3'-0" MIN.
J
M
--OUTSIDE
CLEAR ZONE
ON SHOULDER OFF SHOULDER
PORTABLE DYNAMIC MESSAGE SIGNS (PDMS)
THE PLACEMENT OF PDMS SHOULD BE IN THE FOLLOWING ORDER:
WHENEVER POSSIBLE, PDMS SHOULD BE PLACED OFF OF ANY USABLE PORTION OF THE ROADWAY
ON THE RIGHT SIDE OF THE ROADWAY. WHEN PLACED OUTSIDE THE CLEAR ZONE OR BEHIND
GUARDRAIL OR CONCRETE PROTECTION BARRIERS, DELINEATION IS NOT REQUIRED.
WHERE FIELD CONDITIONS DO NOT ALLOW FOR THIS PLACEMENT, THE SIGNS MAY BE
LOCATED ON THE OUTSIDE SHOULDER OF THE ROADWAY OR WITHIN THE MEDIAN.
A. A MINIMUM CLEARANCE OF 3 FEET MEASURED HORIZONTALLY FROM THE EDGE
OF THE SIGN TO THE EDGE OF THE TRAVELED WAY IS RECOMMENDED.
B. THE PDMS SHOULD HAVE A MINIMUM MOUNTED HEIGHT OF 7 FEET ON FREEWAYS,
EXPRESSWAYS AND IN URBAN AREAS.
C. ALL OTHER RURAL APPLICATIONS SHOULD HAVE A MINIMUM HEIGHT OF 5 FEET.
THESE HEIGHTS ARE MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN
TO THE ELEVATION OF THE NEAR EDGE OF THE PAVEMENT.
REFLECTORIZED PLASTIC DRUMS SHOULD BE USED TO DELINEATE EACH SIGN USING A 1/3 L
TAPER. THESE DRUMS SHOULD BE POSITIONED ON THE UPSTREAM END OF THE SIGN TO FORM
A TAPER LEADING UP TO THE TRAFFIC SIDE OF THE SIGN. FOR A SIGN LOCATED IN THE
MEDIAN, THE SIGN SHOULD BE DELINEATED WITH A 42 INCH CONE ON ALL FOUR CORNERS.
WHEN DEPLOYED, THE SIGN SHALL BE SIGHTED AND ALIGNED WITH APPROACHING TRAFFIC TO
ENSURE VISIBILITY OF THE MESSAGE. IF MULTIPLE SIGNS ARE USED, THE SIGNS SHOULD BE
LOCATED ON THE SAME SIDE OF THE ROAD AND SEPARATED ACCORDING TO PROPER SIGN
SPACING.
WHEN PRACTICAL, PDMS SHOULD NOT BE USED TO REPLACE STATIC SIGNS FOR LONG TERM
USAGE (OVER 10 DAYS).
WHEN PDMS ARE TO BE DEPLOYED FOR LONG PERIODS, SUCH AS INCIDENT MANAGEMENT ROLES,
CONCRETE PADS WITH APPROPRIATE TIE DOWNS SHOULD BE CONSTRUCTED FOR THEIR PLACEMENT.
PDMS NOT ACTIVELY BEING USED IN A CONSTRUCTION OR INCIDENT MANAGEMENT ROLE SHOULD
BE REMOVED.
REFER TO NDOR "DMS GUIDELINES" FOR PROPER PDMS MESSAGE INFORMATION.
NOTES
1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND
SPECIFICATIONS PRESCRIBED IN PART 6 OF THE LATEST ADOPTED EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF
NEBRASKA SUPPLEMENT TO THE MUTCD. ALL TRAFFIC CONTROL DEVICES SHALL BE
CRASHWORTHY AND QUALIFY AS SUCH ACCORDING TO THE TESTING AND ACCEPTANCE
GUIDELINES OF THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT
350 OR MANUAL FOR ASSESSING SAFETY HARDWARE (MASH).
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
LOCATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS.
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.
G. DOUBLE FINES AND REDUCED SPEED ZONE SIGNING ARE NOT REQUIRED FOR SHORT -DURATION
WORK LESS THAN 12 HOURS.
TAPER FORMULA
L = S x W FOR SPEEDS OF 45 MPH OR MORE.
L = 6 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).
LEGEND
C::= TYPE III BARRICADE
•
0
REFLECTORIZED PLASTIC DRUM
REFLECTORIZED PLASTIC DRUM.
OR 42" CONE
PORTABLE DYNAMIC MESSAGE
SIGN
R6 JUN 14
R5 OCT 98
R9 JAN 95
REV. NO. DATE
2009 MUTCD UPDATE
REVISE CHANNELIZATION DEVICES, TAPER
REWRITE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 920-R6
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ACCEPTED BY FHWA FOR USE 0
NATIONAL HIGHWAY SYSTEM°
DANIEL J.
WADDLE
E-6289
JUNE 20 4
DATE
ORIGINAL:
OCTOBER 1998
DATE
ROADWAY DESIGN DIVISION
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R11-2-48
W/TYPE A WARNING LIGHT
MOUNTED ABOVE TYPE III BARRICADE
ADDITIONAL TYPE III BARRICADES
MAY BE USED AS NEEDED
1
W20 -3A-48
ROAD CLOSED
1 MILES AHEAD
LOCAL TRAFFIC ONLY
R11 -3A-60
TRAFFIC NOT ALLOWED TO CROSS CLOSED ROAD
ROAD
CLOSED
PLASTIC DRUMS AS
;`NEEDED TO DELINEATE
.OPEN TRAVEL AREA
OR
ROAD CLOSED
TO
THRU TRAFFIC
R11-2-48 R1t-4-60
W/TYPE A WARNING LIGHT
MOUNTED ABOVE TYPE III BARRICADE
ADDITIONAL TYPE III BARRICADES
MAY BE USED AS NEEDED
0
0
0
U,
W20 -1A-48
TRAFFIC ALLOWED TO CROSS CLOSED ROAD
ROAD
CLOSED
R11-2-48
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
R11 -3A-60
SEE
OR
OR
ROAD CLOSED
BEYOND JUNCTION
BRIDGE
OUT
R11 -2A-48
BRIDGE OUT
X MILES AHEAD
LOCAL TRAFFIC ONLY
NOTE 7
R11 -3B-60
W40-11-48
OPTIONAL
W20 -3B-48
SIDE ROAD
5oo��b
STOP
W20 -1A-48
*
WEST
DETOUR
NORTH
66
R1-1-30
*
66
W20 -3C-48
SIDE
R1-1-30
1 500'
W20 -1A-48
SIDE ROAD
DETOUR
NORTH
66
*
COVER WITH
1
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
OR
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
I
1
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I
1
I
I
1
I
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0
0
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0
0
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DETOUR
66
4
*
m
1+
COVER WITH
500'
W20 -2D-48
TOWN
4- TOWN
TOWN
XX
XX
'XX ->
CLOSED
TO XXXX
USE HWY XX 8. XX
TO XXXX
USE WHERE APPLICABLE
0
0
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W20 -2D-48
W20 -3A-48
W/TYPE A 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. THE CONTRACTOR SHALL INSTALL, MAINTAIN, AND REMOVE ALL SIGNS IN
ACCORDANCE WITH THE DETAILS OF AND AT THE LOCATIONS SHOWN IN THE
PLANS. SIGNS INSTALLED BY THE DEPARTMENT OF ROADS OR OTHER
GOVERNMENT AGENCY SHALL BE MAINTAINED AND REMOVED BY THEIR FORCES.
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 920 FOR GENERAL INFORMATION NOT SHOWN.
ROAD CLOSED
AT JUNCTION
ROAD
CLOSED
DETOUR
LEGEND
I I TYPE III BARRICADE
• REFLECTORIZED PLASTIC DRUM
SINGLE POSTED SIGN
DOUBLE POSTED SIGN
* INSTALLED BY OTHERS
TAPER FORMULA
L = S x W FOR SPEEDS OF 45 MPH OR MORE.
L = 6o 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).
R11-2-48
M4-10-48 R1 JUN 19 2009 MUTCD UPDATES
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 923-R1
TRAFFIC CONTROL
ROAD CLOSURE
ACCEPTED BY FHWA FOR USE 0
NATIONAL HIGHWAY SYSTEM -
' --
FAf N68R•
—
JUNE 2014
DATE
ORIGINAL:
AUGUST 1998
DATE