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CONTROL NO.
CONTROL NO.
CONTROL NO.
PROJECT NO. SHEET NO.
File: 429150_
ND
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Title
_Sheet.dgn
Date: 23-
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1234
9
10 11
12
1314
1516
21
2223
24
25
26
2728
33 34 35 36
456
7 8 9
1617
19
2021
28
29
30
31 32
18
33
CEDAR
THREE MILE RD502
A
AV
E
MIL
L
RD
504
TH
AV
E
503
RD
AV
E
502
ND
AV
E
501S
T
AV
E
505
TH
AV
E
506
TH
AV
E
819TH RD
820TH RD
821ST RD
818TH RD
817TH RD
502
ND
AV
E
INN RD
COLLEGE
N ELM ST
SPALDINGPOP. 487
R 10 W R 9 W
T 20
N
9191
RIVER
INDEX OF SHEETS STATE OF NEBRASKA
N
PLANS FOR CONSTRUCTION
CONVENTIONAL SIGNS R.O.W. LEGEND
NEW RAILROAD TEMPORARY EASEMENT
NEW RAILROAD PERMANENT EASEMENT
EXISTING RAILROAD EASEMENT
EXCESS TAKING
TEMPORARY EASEMENT
EXISTING PERMANENT EASEMENT
NEW R.O.W.
PREVIOUS R.O.W.
LIMITS OF CONSTRUCTION
PREVIOUS CONTROLLED ACCESS
NEW CONTROLLED ACCESS
PERMANENT EASEMENT
GUARDRAIL
FENCE R.O.W. OR WIRE
TRAVELED WAY
DIKE
CULVERT
POWER POLE
TELEPHONE POLE
MAILBOX
RAILROAD TRACKS
TREE - CONIFEROUS
TREE - DECIDUOUS
MARSH
DEPARTMENT OF TRANSPORTATION
APPLY TO THIS PROJECT.
SPECIFICATIONS AND THE SPECIAL PROVISIONS
THE 2017 EDITION OF THE NEBRASKA STANDARD
THE WORK ON THIS PROJECT CONSISTS OF GROUPS
IN THE LETTING OF
GROUPS ARE INCLUDED
IN THE LETTING OF
GROUPS ARE INCLUDED
IN THE LETTING OF
GROUPS ARE INCLUDED
*
8-SPECIALTY, 9-BITUMINOUS & 10-GENERAL
5-SEEDING, 6-BRIDGE, 7-GUARDRAIL,
1-GRADING, 3-PAVEMENT, 4-CULVERTS,
1, 3, 4, 5, 6, 7, 8, 9 & 10
GREELEY COUNTY
A1
DRAINAGE
SPALDING WEST
42915
91-4(1012)
TITLE PAGEA1
SUMMARY OF QUANTITIESC1
U5 SPECIAL PLAN 3C CONCRETE WASHOUT & CONSTRUCTION EXIT
AERIAL PHOTO SHEETSE1
HORIZONTAL ALIGNMENT & ORIENTATIONF1
PLAN SHEETSL1
TYPICAL CROSS SECTIONSB1 - B2
GENERAL INFORMATIONG1 - G2
PHASING PLANSH1 - H6
T1 - T2 SPECIAL PLAN 1C
STA. 331+65
SINGLE SPAN
RC BOX CULVERT
CROSS SECTIONSX1 - X14
U1 - U4 SPECIAL PLAN 2C SILT CHECKS ALL TYPES
DRAINAGE STRUCTURE CROSS SECTIONSR1 - R3
STANDARD PLANS
870 (2 SHEETS) CONCRETE PROTECTION BARRIER
TYPICAL TRAFFIC SIGNAL CONTROL PLAN--ONE LANE, TWO-LANE OPERATION WITH BARRIERSM1
501-R7 (3 SHEETS) EROSION CONTROL
502-R2 (2 SHEETS) SILT FENCE DETAILS
DHV:
ADT:
YEAR:
T= % D= %12
TRAFFIC
3R RURAL
DESIGN DESIGNATION
-
2020 2040
1,125 1,460
125 155
PROJECT LOCATION
R.P. 103+20
TYPICAL TRAFFIC SIGNAL CONTROL PLAN--TEMPORARY TRAFFIC SIGNAL DETAILSM2
PRELIMIN
ARY
42915
91-4(1012)
T Y P I C A L C R O S S S E C T I O N S
PROJECT NO. SHEET NO.
C.N.
B1
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3:1
2% 2%
3:1
6%6%
STA. 331+51 TO STA. 331+80
3:1
2
3
LEGEND
4
5
12" SURFACING
9" TEMPORARY SURFACING
SUBGRADE PREPARATION
EARTH SHOULDER CONSTRUCTION
ROADWAY GRADING
1114
3
4
3
5
4
2 2
5
3
6'-0" 12'-0" 12'-0" 6'-0"
CL
CL2'-0" 2'-0"
EXISTING PAVEMENT
12'-0"
EXISTING PAVEMENT
12'-0"8'-0" 8'-0"
STA. 329+80 TO STA. 333+40
3:1
3
329+80 - 333+40 RT./LT.
6%6%
VARIES VARIES
(REESTABLISHMENT OF EARTH SHOULDER AFTER TEMP SURFACING REMOVAL)
CL6'-0"6'-0"
EXISTING BITUMINIOUS
12'-0"
EXISTING BITUMINIOUS
12'-0"
4
44
STATION TO STATION SIDE PRELIMIN
ARY
PROJECT NO. SHEET NO.
C.N.
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File: 429150dt02.dgn
B2
SH
EE
T 1
OF 1 1100 2 e 04
91-4(1012)
42915
PRELIMIN
ARY
PROJECT NO. SHEET NO.
C.N.
File: 429150_
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SUMMARY OF QUANTITIES42915
C191-4(1012)
PRELIMIN
ARY
SPALDING WEST DRAINAGEGREELEY COUNTY
DATE:
FLIGHT:
2016
NAIP
42915
91-4(1012) E1
PROJECT NO. SHEET NO.
C.N.
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File: 429150da01.dgn
Scale: 1:50
PSSC
PEMEPEMF
PEMA
330 335 340 345
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
0
FIE
LD
DRI
VE
STA. 0+00 FIELD DRIVE
STA. 338+64 HWY. N-91 =
LEGEND
LIMITS OF CONSTRUCTION
WETLANDS - DO NOT DISTURB
IMPACTED WETLANDS
TEMPORARY IMPACTED WETLANDS
HAZ
SEN
HAZARDOUS MATERIAL SITE
SENSITIVE AREA - DO NOT ENTER
PRELIMIN
ARY
42915
91-4(1012)
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Scale: 1:100
PROJECT NO. SHEET NO.
C.N.
HORIZONTAL ALIGNMENT & ORIENTATION
330 335 340 345 350 355 360 365
0
Ending chain 91C description =============================================================================== Point 33 X 2,075,849.5540 Y 683,263.8530 Sta 365+32.37 Course from 32 to 33 88º 36' 25.79" Dist 794.0327 Point 32 X 2,075,055.7559 Y 683,244.5523 Sta 357+38.34 Course from 31 to 32 88º 34' 11.47" Dist 454.6167 Point 31 X 2,074,601.2808 Y 683,233.2059 Sta 352+83.72 Course from 30 to 31 88º 33' 30.62" Dist 818.1619 Point 30 X 2,073,783.3779 Y 683,212.6241 Sta 344+65.56 Course from PT 91C_3 to 30 88º 35' 53.93" Dist 600.7457 Chord Bear = 88º 36' 17.38" Ahead = 88º 35' 53.93" Back = 88º 36' 40.83" C.C. X 2,073,060.5040 Y 688,196.4328 P.T. Station 338+64.81 X 2,073,182.8119 Y 683,197.9289 P.C. Station 338+63.67 X 2,073,181.6754 Y 683,197.9012 Mid. Ord. = 0.0000 Long Chord = 1.1368 External = 0.0000 Radius = 5,000.0000 Length = 1.1368 Tangent = 0.5684 Degree = 1º 08' 45.30" Delta = 0º 00' 46.90" (LT) P.I. Station 338+64.24 X 2,073,182.2437 Y 683,197.9150 Curve 91C_3 *----------* Curve Data Course from 29 to PC 91C_3 88º 36' 40.83" Dist 1,131.4647 Point 29 X 2,072,050.5430 Y 683,170.4810 Sta 327+32.21 =============================================================================== Feature: Survey Beginning chain 91C description 29 CUR 91C_3 30 31 32 33 Chain 91C contains: <* 1 DESCRIBE CHAIN 91C
Ending chain FD description =============================================================================== Point FD2 X 2,073,181.1930 Y 683,282.8075 Sta 0+84.90 Course from FD1 to FD2 359º 17' 27.34" Dist 84.8990 Point FD1 X 2,073,182.2437 Y 683,197.9150 Sta 0+00.00 =============================================================================== Feature: County Road Beginning chain FD description FD1 FD2 Chain FD contains: <* 1 DESCRIBE CHAIN FD
HWY. N-91
HWY. N-91 (CHAIN 91C)
(C
HAI
N
FD)
FIE
LD
DRI
VE
FIELD DRIVE
ALIGNMENT
GEOPAK ALIGNMENT INFORMATION
PROFILECHAIN
91C -HWY N-91
MODIFIED TO REPRESENT THE FIELD SURVEY DATA COLLECTED.
* ALIGNMENT HAS BEEN CREATED FROM ASBUILT INFORMATION, AND
FD -FIELD DRIVE
STA. 0+00 FIELD DRIVE
STA. 338+64 HWY. N-91 =
DATUM INFORMATION
NAD 83 (1995) NAVD 88
D.A.F. = 1.0004251
HORIZONTAL VERTICAL
PRELIMIN
ARY
PROJECT NO. SHEET NO.
C.N.G E N E R A L I N F O R M A T I O NG1
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Scale: 1:100
LEGEND
TELEVISION BOXTV
GAS LINEG
E ELECTRICAL SERVICE
P POWER LINE
OVERHEAD POWER LINEOP
SANITARY SEWERSAN
STORM SEWERSS
TELEPHONE LINET
FIBER OPTIC TELE. LINEFO
OVERHEAD TELEPHONE LINEOT
CABLE TV LINETV
OVERHEAD CABLE TV LINEOTV
WATER LINEW
FENCE - CHAIN LINK
FENCE - R.O.W. OR WIRE
FENCE - WOOD
FLOWLINE
CENTER LINE DRIVE
BENCH MARKB
M
CONTROL POINT
GAS METERG
GAS VALVE
GRID TICK
GUARDRAIL
GUARD POST
GUY POLE
GUY WIRE
LIGHT POLEOR
MAILBOX
MANHOLE
MARSH
OIL WELL
PHOTO CODE POINT
POWER BOXP
POWER POLE
POWER PULL BOXP
PROPANE TANK
R.O.W. MARKERR
ADVANCED R.R. WARNING SIGN
RAILROAD WARNING
RAILROAD TRACKS
RETAINING WALL
SATELLITE DISH
SIGN
TRAFFIC SIGNAL
TRAFFIC SIGNAL/ST. LIGHT
TELEPHONE BOXT
TELE. FIBER OPTICS BOXFO
TELEPHONE PULL BOXT
TELEPHONE POLE
TREE - CONIFEROUS
TREE - DECIDUOUS
TREE STUMP
WATER (FIRE) HYDRANT
WATER VALVE
WATER METERW
WELL
WINDMILL
CENTER PIVOT
DIKE
TYPICAL SECTION OF EARTH DIKE
*
2'-0"
*-VARIES (ELEV. 1901.50)
1.5:
1 1.5:1
STA. 336+51 TO STA. 338+36
STA. 338+72 TO STA. 340+19
NOTES
furnish Borrow on this Project.
The Contractor will be required to
42915
91-4(1012)
of damage to the utility facility.
care in order to avoid any possibility
must be accomplished with extreme
faction of all parties. The excavation
located and identified to the satis-
until all such facilities have been
area of underground utility facilities
No excavation will be permitted in the
at the request of the Contractor.
be located and flagged by the Utilities
utilities, whether indicated or not will
indicated in these plans. Underground
ground utility facilities may not be
The locations of all aerial and under-
STATION R rSIDE
RETURN RADIUS
24 - 9040 40
FEET FEET FEET FEET > SQ. YDS.
PREPARATION
SQ. YDS. CU. YDS.
GRAVELL
LENGTH
ANGLE
INTERSECTION
5
SUMMARY OF QUANTITIES AND LOCATION OF SURFACED DRIVEWAYS
< Project
>
W
WIDTHPLACEMENT
r
R
W
L
Grav
el
ON PREPARED SUBGRADE
6" SURFACING
344+65 Lt. 183 183
TYPE DESCRIPTION
1
2
3
4
5
6
7
8
RCSP
RCP
GCCMP
ACCMP
PCCMP
HDPE-CI
HDPE-SI
PVC
Reinforced Concrete Sewer Pipe
Reinforced Concrete Pipe
High Density Polyethylene (corrugated Interior)
High Density Polyethylene (smooth Interior)
Polyvinyl Chloride Pipe
CULVERT PIPE LEGEND
Galvanized (zinc) Coated Corrugated Metal Pipe
Aluminum Coated Corrugated Metal Pipe
Polymer Coated Corrugated Metal Pipe
TYPICAL SECTION OF EARTH DIKE
1
1'-0"
1.5:
1 1.5:1
STATION TO STATION
EARTHWORK QUANTITIES
(CU. YDS.)
AVAILABLE
EXCAVATION
(CU. YDS.)
IN EMBANKMENT
EARTHWORK MEASURED
452
TOTAL
460
440 -
107
329+79 - 333+40
332+00 - 338+00
336+50 - 338+34
338+79 - 340+11
339+00 - 344+00
108
-
-
1000
461
-
1028
PRELIMIN
ARY
42915
91-4(1012)
G E N E R A L I N F O R M A T I O NG2
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File: dit
ch profile sheet 20 scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
332331+65 333 334 335 336 337
PROPOSED EL. = 1895.55 PROPOSED EL. = 1894.83 PROPOSED EL. = 1894.11 PROPOSED EL. = 1893.39 PROPOSED EL. = 1892.68 PROPOSED EL. = 1891.98
EXISTING EL. = 1896.12 EXISTING EL. = 1895.47 EXISTING EL. = 1894.84 EXISTING EL. = 1894.02 EXISTING EL. = 1893.22
EXISTING EL. = 1893.58
FL. = 1891.69 PROPOSED BOX CULVERT
Sta. 345+28.48 R1
337 338 339 340 341 342
PROPOSED EL. = 1899.02 PROPOSED EL. = 1898.38 PROPOSED EL. = 1897.74 PROPOSED EL. = 1897.10 PROPOSED EL. = 1896.27 PROPOSED EL. = 1895.55
EXISTING EL. = 1900.35 EXISTING EL. = 1899.35 EXISTING EL. = 1898.41 EXISTING EL. = 1897.57
EXISTING EL. = 1897.18 EXISTING EL. = 1896.12
FL = 1896.65 FL = 1896.99
342 343 344 345
FL = 1900.55 FL = 1900.45
PROPOSED EL. = 1900.30 PROPOSED EL. = 1899.66 PROPOSED EL. = 1899.02
EXISTING EL. = 1901.16 EXISTING EL. = 1900.35 EXISTING EL. = 1902.36
EXISTING GRADE LINE:
PROPOSED GRADE LINE:PRELIMIN
ARY
H1
PROJECT NO. SHEET NO.
C.N.
File: 429150dz01.dgn
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329 330 331 332 333 334 335
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
LEGEND
TRAFFIC FLOW
CONCRETE BARRIER
BUILD SURFACING/TEMPORARY SURFACING
COMPLETED SURFACING/TEMPORARY SURFACING
REMOVE ASPHALTIC SURFACE/TEMPORARY SURFACING
42915
91-4(1012)
PHASE 1
PRELIMIN
ARY
H2
PROJECT NO. SHEET NO.
C.N.
File: 429150dz02.dgn
Date: 23-
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329 330 331 332 333 334 335
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
LEGEND
TRAFFIC FLOW
CONCRETE BARRIER
BUILD SURFACING/TEMPORARY SURFACING
COMPLETED SURFACING/TEMPORARY SURFACING
REMOVE ASPHALTIC SURFACE/TEMPORARY SURFACING
42915
91-4(1012)
PHASE 2
PRELIMIN
ARY
H3
PROJECT NO. SHEET NO.
C.N.
File: 429150dz03.dgn
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329 330 331 332 333 334 335
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
LEGEND
TRAFFIC FLOW
CONCRETE BARRIER
BUILD SURFACING/TEMPORARY SURFACING
COMPLETED SURFACING/TEMPORARY SURFACING
REMOVE ASPHALTIC SURFACE/TEMPORARY SURFACING
42915
91-4(1012)
PHASE 3
PRELIMIN
ARY
H4
PROJECT NO. SHEET NO.
C.N.
File: 429150dz04.dgn
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329 330 331 332 333 334 335
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
LEGEND
TRAFFIC FLOW
CONCRETE BARRIER
BUILD SURFACING/TEMPORARY SURFACING
COMPLETED SURFACING/TEMPORARY SURFACING
REMOVE ASPHALTIC SURFACE/TEMPORARY SURFACING
42915
91-4(1012)
PHASE 4
PRELIMIN
ARY
H5
PROJECT NO. SHEET NO.
C.N.
File: 429150dz05.dgn
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329 330 331 332 333 334 335
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
LEGEND
TRAFFIC FLOW
CONCRETE BARRIER
BUILD SURFACING/TEMPORARY SURFACING
COMPLETED SURFACING/TEMPORARY SURFACING
REMOVE ASPHALTIC SURFACE/TEMPORARY SURFACING
42915
91-4(1012)
PHASE 5
PRELIMIN
ARY
H6
PROJECT NO. SHEET NO.
C.N.
File: 429150dz06.dgn
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329 330 331 332 333 334 335
SEC. 13-T20N-R9W
SEC. 24-T20N-R9W
HWY. N-91
LEGEND
TRAFFIC FLOW
CONCRETE BARRIER
BUILD SURFACING/TEMPORARY SURFACING
COMPLETED SURFACING/TEMPORARY SURFACING
REMOVE ASPHALTIC SURFACE/TEMPORARY SURFACING
42915
91-4(1012)
PHASE 6
PRELIMIN
ARY
42915
91-4(1012)
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File: 429150dc01.dgn
Scale: 1:50
PROJECT NO. SHEET NO.
C.N.
RR T R
330 335 340 345
0
P.O.T. STA. 0+00.00
P.O.T.
ST
A. 0
+84.90
P.C.
ST
A. 338
+63.67
P.T. STA. 338+64.81
P.C. STA. 338+63.67
R = 5000.00
L = 1.14
T = 0.57
> = 0°00'46.90" Lt.
P.I. STA. 338+64.24
P.T.
ST
A. 338
+64.81
>
= 0°02'2
3.31"
Lt.
P.I.
ST
A. 344
+65.56
SEC. 24-T20N-R9W
SEC. 13-T20N-R9W
HWY. N-91
See
Cross
Sectio
n
Sheets.
Cle
ano
ut
&
Re-
Grade
Dit
ch.
Sta. 332
+00 to 338
+41
Lt.
See
Cross
Sectio
n
Sheets.
Cle
ano
ut
&
Re-
Grade
Dit
ch.
Sta. 338
+80 to 344
+35
Lt.
Pla
n 502.
Silt
Fence-
Lo
w
Porosit
y.
Build 84
Lin.
Ft. of
Fabric
Sta. 331+
94
Lt.
Sta. 331+
29 to
Pla
n 501.
Co
ntrol,
Cla
ss 2
A.
Build 79
Sq.
Yds. of
Erosio
n
Sta. 331+
81
Lt.
Sta. 331+
49 to
2A
2A
1D 1D
2A2A 2A2A
Pla
n 502.
Silt
Fence-
Lo
w
Porosit
y.
Build 98
Lin.
Ft. of
Fabric
Sta. 331+
94
Rt.
Sta. 331+
28 to
Pla
n 501.
Co
ntrol,
Cla
ss 2
A.
Build 79
Sq.
Yds. of
Erosio
n
Sta. 331+
81
Rt.
Sta. 331+
49 to
Pla
n 501.
Co
ntrol,
Cla
ss 1
D.
Build 82
Sq.
Yds. of
Erosio
n
Sta. 338
+36
Lt.
Sta. 336
+51 to
Pla
n 501.
Co
ntrol,
Cla
ss 1
D.
Build 164
Sq.
Yds. of
Erosio
n
Sta. 340
+19
Lt.
Sta. 338
+72 to
Pla
n 501.
Co
ntrol,
Cla
ss 2
A.
Build 49
Sq.
Yds. of
Erosio
n
Sta. 338
+47
Lt.
Sta. 338
+22 to
Pla
n 501.
Co
ntrol,
Cla
ss 2
A.
Build 49
Sq.
Yds. of
Erosio
n
Sta. 344
+40
Lt.
Sta. 344
+15 to
Pla
n 501.
Co
ntrol,
Cla
ss 2
A.
Build 49
Sq.
Yds. of
Erosio
n
Sta. 345
+09
Lt.
Sta. 344
+84 to
Pla
n 501.
Co
ntrol,
Cla
ss 2
A.
Build 49
Sq.
Yds. of
Erosio
n
Sta. 339
+02
Lt.
Sta. 338
+77 to
STA. 0+00 FIELD DRIVE
STA. 338+64 HWY. N-91 =
FIE
LD
DRI
VE
30" ` 34'
DR.
PIP
E
ST
A. 338
+64, 56'
LT.
Re
mo
ve.
Exc.=
104
Cu.
Yds.
Type 2, 3, 4, 5, 6, 7 or 8.
Equiv
ale
nt
Culv
ert
Pip
e
Build
Twin 42" x 40'
Ro
und
Sta. 338
+64
Lt.
6' ` 2' ` 110'
CO
NC.
BO
X
CU
LV.
ST
A. 331+
65
Fill=
7'.
Exc.=
680
Cu.
Yds.
Win
gwalls.
Special
Pla
n 1C.
Co
ncrete
Bo
x
Culv
ert
wit
h
Build 8' ` 4' ` 78'
H.
W.
= 5.99'
D.A.
= 240
Ac.,
Q25
=296 cfs,
Sta. 331+
65
Re
mo
ve
Structure.
30" ` 52'
DR.
PIP
E
ST
A. 344
+63
LT.
Re
mo
ve.
Exc.=
210
Cu.
Yds.
Type 2, 3, 4, 5, 6, 7 or 8.
Culv
ert
Pip
e
Build
Twin 42" x 54'
Sta. 344
+63
Lt.
on 2
%
Grade.
Build
Earth
Driv
e (24'
Wid
e)
Sta. 338
+65
Lt.
See
Sheet
G.
Build
Earth
Dik
e.
Sta. 340
+19
Lt.
Sta. 338
+72 to
See
Sheet
G.
Build
Earth
Dik
e,
Sta. 338
+36
Lt.
Sta. 336
+51 to
Asphalt
Surface.
Re
mo
ve 80
Sq.
Yds. of
Sta. 331+
80
Lt./
Rt.
Sta. 331+
51 to
See Sheet
B.
12" Surfacin
g.
Build 80 Sq.
Yds.
of
Sta.
331+80 Lt.
Sta.
331+51 to
ee
Sheet
G.
on 2
%
Grade
&
Surface.
Build
Earth
Driv
e (24'
Wid
e)
Sta. 344
+65
Lt.
2A
PRELIMIN
ARY
42915
91-4(1012) M1
PROJECT NO. SHEET NO.
C.N.
Co
mputer:
ND
OT
TR
AF
FIC8
Date: 17-
AU
G-
2020 10:57
File:
wz111e-
1 r8.dgn
TR
AF
FIC
EN
GI
NE
ERI
NG
DI
VISI
ON
WORK AREA3'
50' 50'
6
1
6
1
150'50'
A
A
A
A
TRAFFIC SIGNAL
DRIVERS VIEW OF
TO AVOID BLOCKING
OFFSET SIGN 6' MIN.
100' TAPER
A
500'200'
(AS REQUIRED)
REMOVE CONFLICTING EDGE LINE
TRAFFIC SIGNAL
DRIVERS VIEW OF
TO AVOID BLOCKING
OFFSET SIGN 6' MIN.
TEMPORARY TRAFFIC SIGNAL
24" TEMPORARY WHITE STOP BAR
REMOVE CENTER LINE TO STOP BAR
CONCRETE PROTECTION BARRIER
TEMPORARY WHITE PAVEMENT MARKING
MINIMUM LANE WIDTH
CONCRETE PROTECTION BARRIER
TEMPORARY WHITE PAVEMENT MARKING
25' SPACING
24" TEMPORARY WHITE STOP BAR
BACK TO BACKBACK TO BACK
100'100'
A
450' MIN
(IF APPLICABLE)
500' 500' 500'200' 250'250' 250'250'
WORK AREA3'
50' 50'
6
1
50'
WORK AREA
CONCRETE PROTECTION BARRIER
STOP BAR TO STOP BAR
REMOVE CENTER LINE
6
1
6
1
STOP BAR TO STOP BAR
REMOVE CENTER LINE
A A
A A
TRAFFIC SIGNAL
DRIVERS VIEW OF
TO AVOID BLOCKING
OFFSET SIGN 6' MIN.
MINIMUM LANE WIDTH
BACK TO BACK
TEMPORARY TRAFFIC SIGNAL
24" TEMPORARY WHITE STOP BAR
TEMPORARY TRAFFIC SIGNAL
25' SPACING
CONCRETE PROTECTION BARRIER
TEMPORARY WHITE PAVEMENT MARKING
CONCRETE PROTECTION BARRIER24" TEMPORARY WHITE STOP BAR
50'
25' SPACING
BACK TO BACK
700' MIN
700' MIN
700' MIN
3'
CONCRETE PROTECTION BARRIER
1
6
30' BUFFER
TYPICAL
30' BUFFER
TYPICAL
30' BUFFER
TYPICAL
30' BUFFER
TYPICAL
MAX.
XX'WIDTH
W40-73-48
SPEEDLIMIT
45
W3-5-36
W14-3-48
G20-2B-48
W20-8-36
W3-3-48
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
R41-17B-48
W14-7R
W14-7L W14-7RW14-7L
W14-7R
W14-7L
W14-7L
W14-7R
TEMPORARY TRAFFIC SIGNAL
W14-7L W14-7RW14-7LW14-7L W14-7R
W14-7R
TEMPORARY
RUMBLE STRIPS
DRUMS AT
DRUMS AT
DRUMS AT
REMOVE CENTER LINE TO STOP BAR
STOP BAR TO STOP BAR
REMOVE CENTER LINE
DESIGNED
REVIEWED
APPROVED DATE DRAWN TRAFFIC ENGINEER DATE
11
TYPICAL TRAFFIC SIGNAL CONTROL PLAN
ONE LANE, TWO-WAY OPERATION
WITH BARRIERS
04/19
KSF
TRAFFIC ENGINEERING DIVISION
OF TRANSPORTATIONNEBRASKA DEPARTMENT
175' TEMPORARY WHITE PAVEMENT MARKING
175' TEMPORARY WHITE PAVEMENT MARKING
25' SPACING
DRUMS AT
R2-1WZ-24
R2-1-24
R4-1-24
R2-1WZ-24
R2-1-24
R2-1-24
W5-3-48
OR
W20-4A-48
R2-1WZ-24
R2-1-24
R2-1WZ-24
R2-1-24
R10-6L-24
TRAFFIC SIGNAL
DRIVERS VIEW OF
TO AVOID BLOCKING
OFFSET SIGN 6' MIN.
R10-6L-24
R2-1WZ-24
R2-1-24
R10-6L-24
R2-1WZ-24
R2-1-24R10-6L-24
OR
100' TAPER
OR 75' MINIMUM
TEMPORARY WHITE PAVEMENT MARKING
TAPER RATE 15:1
OR 75' MINIMUM
TEMPORARY WHITE PAVEMENT MARKING
TAPER RATE 15:1
OR 75' MINIMUM
TEMPORARY WHITE PAVEMENT MARKING
TAPER RATE 15:1
OR 75' MINIMUM
TEMPORARY WHITE PAVEMENT MARKING
TAPER RATE 15:1
W/TYPE "A" WARNING
TYPE III BARRICADE
LIGHT MOUNTED ABOVE
W40-9F-48
W20-1F-48
OR
(SEE NOTE 5)
W16-2AP-24
W5-2-48
1000 FT
NARROW
BRIDGE
(SEE NOTE 5)W16-3P-30
W5-2-48
½MILE
(SEE NOTE 5)
NARROW
BRIDGE
TYPICAL APPROACH TO WORK ZONE
LEGEND
TYPE III BARRICADE
REFLECTORIZED PLASTIC DRUM
SINGLE POST SIGN
DOUBLE POST SIGN
CONCRETE PROTECTION BARRIER DETAIL
NOT BE USED.
BARRIERS WITH BROKEN LOOPS SHALL
PIN SHALL PASS THROUGH ALL LOOPS.5"
4"
OR
VERTICAL PANEL
REFLECTOR WHEN BOTH FALL IN SAME LOCATION.
BARRIER TAPER. INSTALL VERTICAL PANEL IN PLACE OF
2S SPACING ON TOP OF BARRIER, EVERY S SPACING ALONG
SHALL BE W14-7L, RIGHT SIDE SHALL BE W14-7R, AT EVERY
VERTICAL PANELS MOUNTED ON LEFT SIDE OF TRAFFIC
SHEETING AT 25' SPACING
OR 3" X 9" RETROREFLECTIVE, TYPE IV
2-3" CENTER-MOUNTED REFLEX-REFLECTORS
ADJACENT EDGE LINE.
THE COLOR OF THE
REFLECTORS SHALL MATCH
THE COLOR OF THE
MINIMUM WIDTH OF TRAVELED LANE SHALL BE DETERMINED BY THE ENGINEER.
TO OTHER TRAFFIC CONTROL DEVICES.
SUBSIDIARYREFLECTORS USED FOR WORK ZONE TRAFFIC CONTROL SHALL BE
IF INSTALLED ON THE PROJECT IN ADVANCE OF THIS WORK SITE.
SIGNS R41-17B-48, W20-1F-48 AND W40-9F-48 ARE NOT REQUIRED
MAY BEND, BUT NOT COME LOOSE IF STRUCK BY A PASSING VEHICLE.
BARRIERS. THE BRACKET SHALL BE CONSTRUCTED OF MATERIAL THAT
BRACKET TO SUPPORT THEM IN A STABLE POSITION ON THE CONCRETE
THE CONTRACTOR SHALL FURNISH REFLECTORS, VERTICAL PANELS AND A
BE ALLOWED IN THE TRAVEL LANE OF APPROACHING TRAFFIC.
BACK EACH NIGHT. AT NO TIME WILL A BLUNT END OF THE BARRIER
REQUIRED TO BE MOVED FOR WORK ACCESS THEY SHALL BE REPOSITIONED
OF THE PROTECTION BARRIERS AT ANY TIME. IF BARRIERS ARE
NO EQUIPMENT OR CONSTRUCTION MATERIAL IS TO BE PLACED IN FRONT
CONCRETE PROTECTION BARRIERS SHOULD EXTEND TO EDGE OF PAVEMENT.
INSTALL WHEN LANE WIDTH ACROSS IS LESS THAN APPROACH LANE WIDTH.
NOTES
1.
2.
4.
5.
6.
3.
PRELIMIN
ARY
42915
91-4(1012) M2
PROJECT NO. SHEET NO.
C.N.
Co
mputer:
ND
OT
TR
AF
FIC8
Date: 17-
AU
G-
2020 10:57
File: sptts_r4.dgn
TR
AF
FIC
EN
GI
NE
ERI
NG
DI
VISI
ON
0'-6"
ED
GE
OF
RO
AD
WA
Y
-
ED
GE
OF
RO
AD
WA
Y
1
2
3
4
5
6
7
8
IN SAME MANNER AS PEDESTAL POLE INSTALLATION
INTERCONNECT SHALL BE ACCOMPLISHED
WHEN SIGNALS ARE NEEDED ON BOTH SIDES OF ROAD,
AND CONSTRUCTIONS.
RESPONSIBLE FOR PROTECTING ALL AERIAL AND UNDERGROUND UTILITIES
OF DAMAGE TO THE UTILITY FACILITY. THE CONTRACTOR SHALL BE
ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY
TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE
UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED
BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES
UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL
WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE
MAY NOT BE INDICATED IN THESE PLANS, UNDERGROUND UTILITIES,
THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES
OF THE STATE OF NEBRASKA.
ANY STATE SUPPLIED EQUIPMENT OR MATERIAL SHALL REMAIN THE PROPERTY
THE SIGNAL HEAD LENSES SHALL BE A MINIMUM OF 12 INCHES IN DIAMETER.
NOTES
1.
2.
3.
4.
-
TO 5% OF SPAN
SAG SHALL BE 3
TRAFFIC SIGNAL HEAD
10'-0" MINBREAK-AWAY
30" MIN
POWER
6'-0" MIN
8'-0" MIN
4'-0"
18'-0" + 6"
8'-0" MIN
3'-0"
15'-0"
18'-0" + 6"
6'-0"
4'-0"
TO UTILITY SERVICE
8'-0" MIN
REMAIN HIS PROPERTY.
ALL EQUIPMENT AND MATERIAL FURNISHED BY THE CONTRACTOR SHALL
REQUIRED FOR THE TEMPORARY SIGNAL UNLESS OTHERWISE SPECIFIED.
THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND MATERIAL
RESPONSIBILITY OF THE CONTRACTOR.
MAINTENANCE OF THE TEMPORARY SIGNAL SHALL BE THE FULL
CHECKED EVERY 24 HOURS TO INSURE PROPER OPERATION.
NOT LESS THAN 26 HOURS. PORTABLE TRAFFIC SIGNALS SHALL BE
HAVE STANDBY BATTERY POWER CAPABLE OF OPERATING THE SIGNAL
TRAFFIC SIGNALS POWERED BY MEANS OF A PORTABLE GENERATOR SHALL
ENGINEEER UNLESS THE EXACT PLACEMENT IS NOTED IN THE PLANS.
SIGNAL POLE LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE
TRAFFIC SIGNAL BE LEFT UNCOVERED ON AN OPEN ROAD TO THE PUBLIC.
WAY TRAFFIC. UNDER NO CIRCUMSTANCES SHALL AN INOPERATIVE
BOTH DIRECTIONS DURING PERIODS WHEN THE BRIDGE IS OPEN TO TWO-
THE SIGNAL SHALL BE PLACED INTO FLASHING AMBER OPERATON FOR
SEE SIGNING STANDARD FOR REQUIRED SIGNING TO ACCOMPANY SIGNAL.
6.
7.
8.
9.
10.
11.
12.
13.
REGULATIONS, THE SPECIFICATIONS AND THE PROJECT PLANS.
OF UNIFORM TRAFFIC CONTROL DEVICES, ALL LOCAL ORDINANCES AND
WITH THE NATIONAL ELECTRIC CODE (LATEST EDITION), THE MANUAL
INSTALLATION OF THE TEMPORARY SIGNAL SHALL BE IN COMPLIANCE
14. WHEN REQUIRED, THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND
MATERIAL REQUIRED FOR VEHICLE DETECTION ON ALL APPROACHES.
TRAFFIC ENGINEERING DIVISION. FOR THE SPECIFIC INSTALLATION,
5. ALL SIGNAL LAMPS SHALL BE EXTENDED ANGLE LED.
1
3
4
5
SIGNAL
2
DESIGNED
REVIEWED
APPROVED DATE DRAWN TRAFFIC ENGINEER DATE
11
TYPICAL TRAFFIC SIGNAL CONTROL PLAN
TEMPORARY TRAFFIC SIGNAL
DETAILS
05/19
TJF
TRAFFIC ENGINEERING DIVISION
OF TRANSPORTATIONNEBRASKA DEPARTMENT
<
GUY WIRE ANCHOR DETAIL
-SPANNED ACROSS ROADWAY, MINIMUM CLEARANCE SHALL BE 18' + 6"
JACKED CONDUIT, ROUTED UNDER BRIDGE OR AERIAL IF INTERCONNECT IS
INTERCONNECT CABLE MAY BE INSTALLED UNDER THE ROADWAY IN 1"
BREAK-AWAY
4" MAX
7'-0" MIN
7'-0" MIN
SEE SPECIAL PROVISION
IF REQUIRED
WAIT TIME DISPLAY
SEE SPECIAL PROVISION
IF REQUIRED
WAIT TIME DISPLAY
SEE SPECIAL PROVISION
IF REQUIRED
WAIT TIME DISPLAY
THE COMPLETE TEMPORARY SIGNAL.
COMPENSATION FOR FURNISHING, INSTALLING, MAINTAINING AND REMOVING
SIGNAL WITH WAIT TIME DISPLAY". THIS PRICE SHALL BE FULL
FOR THE ITEM "TEMPORARY TRAFFIC SIGNAL" OR "TEMPORARY TRAFFIC
THE TRAFFIC SIGNAL SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE
ITEM NO. DESCRIPTION
1
2
3
4
5
6
7
8
METER SOCKET (IF REQ'D BY UTILITY)
3/8" HIGH STRENGTH 7 STRAND WIRE ROPE
600 VOLT NO. 12 AWG 5/C TRAFFIC SIGNAL CABLE
1/4" SIEMANS MARTIN 7 STRAND WIRE ROPE
CONTROLLER CABINET *
PROGRAMMING MANUAL.
* CONTRACTOR SHALL FURNISH A SOLID STATE DIGITAL CONTROLLER WITH A
CLASS IV BUTT TREATED WOOD POLE W/DOWN GUYS
TRAFFIC SIGNAL W/BACKPLATE
5/8" X 10' COPPERWELD GROUND ROD
NOTURN
ON RED
STOP
THEN YIELD
IN DIRECTION
OF FLASHING
ARROW
R10-11-24
R10-11E-30
TO 12'-0" MAX
6'-0" MIN
FOR DETAIL
SEE SPECIAL PROVISION
6'-0" MIN
<STOP
THEN YIELD
IN DIRECTION
OF FLASHING
ARROW
R10-11E-30
TO 12'-0" MAX
6'-0" MIN
FOR DETAIL
SEE SPECIAL PROVISION
R10-11B-24
R
FYFY
R
6'-0" MIN
<
6'-0" MIN
<
PEDESTAL POLE INSTALLATION
PORTABLE SIGNAL
DRIVEWAY ASSISTANCE DEVICE
SPAN WIRE INSTALLATION
CALL TRAFFIC ENGINEERING DIVISION AT 402-479-4594.
THE TIMING OF THE SIGNAL CYCLE SHALL BE DETERMINED BY THE NDOT
PRIOR TO INSTALLATION TO AVOID UNEXPECTED PROJECT DELAYS.
SIGNALS AND ADT FOR HIGHWAYS. TIMING SHOULD BE REQUESTED ONE WEEK
CONTROL NUMBER, DISTANCE BETWEEN STOP BARS, NUMBER OF SIDE STREET
HAVE THE FOLLOWING INFORMATION READY WHEN YOU CALL. PROJECT NAME,
PHASED PAVEMENT & STRUCTURE REPAIRS AT STA 331+65
APPROXIMATE LOCATION OF TEMP TRAFFIC SIGNAL
PRELIMIN
ARY
42915
91-4(1012) R1R1
Date: 23-
SE
P-
2020 11:37
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Ne
w
Culv
ert
Locatio
n
Sheet.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
FL = 1891.69 FL = 1891.48
3:13:1
6' x 2' x 110' CONC. BOX CULV.
STA. 331+65
Remove Structure.
Fill=7'. Exc.=680 Cu. Yds.
Wingwalls. Special Plan 1C.
Concrete Box Culvert with
Build 8' ̀ 4' ̀ 78'
D.A.=240Ac.,Q=296cfs,H.W.=5.99'
00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575 8080
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
331+65
1910
1905
1900
1895
1890
1885
18801880
1885
1890
1895
1900
1905
1910
PHASE 2 PHASE 4
PHASE LINE
STA. 331+65
PRELIMIN
ARY
42915
91-4(1012) R2R2
Date: 23-
SE
P-
2020 11:37
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Driv
ePip
e
Sheet 5
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
Sta. 0+45.72
FL = 1896.98 FL = 1896.56
Remove.
40'
Exc.=104 Cu. Yds.
Type 2,3,4,6,7, or 8.
Equivalent Culvert Pipe
Build Twin 42" x 40' Round
30" ` 34' DR. PIPE
STA. 338+64 LT.
00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575 8080 00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575 8080
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
FIELD DRIVE
1885
1890
1895
1910
1905
1900
1885
1890
1895
1900
1905
1910
STA. 338+64 LT.
PRELIMIN
ARY
42915
91-4(1012) R3R3
Date: 23-
SE
P-
2020 11:37
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Co
unty
Road
Culv
ert
Sheet 5 scale.dgn
PROJECT NO. SHEET NO.
C.N.
Sta. 0+47.26
30" ` 52' DR. PIPE
STA. 344+63 LT.
Sta. 0+44.42
Remove.
FL = 1900.45 FL = 1900.55
54'
Exc.=210 Cu. Yds.
Culvert Pipe Type 3.
Build Twin 42" x 54'
00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 70 75 8000 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575 8080
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
COUNTY RD 503A
1895
1900
1905
1910
1915
1920
1895
1900
1905
1910
1920
1915STA. 344+63 LT.
PRELIMIN
ARY
NOTES
PARTIAL PLAN AT END
R
Q
P
R
Q
FL
3"
WL
No. 4 bars
2-No. 4 bars
FS
WS
AL
(parapet)
S-8 bars
AS
90$
{
L
(turndown)
F-8 bars
B
B
Optional
No. 4 bent
bars at
18" ctrs. in turndown
$
culvert skew angle
Concrete box
SHORT WINGLONG WING
of wing wallFront face
4 bars
3-No.
? No. 4bent bars
1'-2"
8"
9"
2'-
0"
9"
1'-10"
2'-
0"
1'-2"
8"
9"
of wing wall
Front face
C Culvert
Half Span
CROSS SECTION OF SINGLE BOX
3"
S
3"
12"
18" ctrs.
bars at
No. 4 bent
bars (typ.)
No. 4
FRONT BACK
N
No. 4 bars (diagonal)
No. 4 bars at 18" ctrs.
No. 4 bars at 18" ctrs. (typ.)
Varies
Varies
}
SECTION A-A
9"
6"
8"
4"
3'-
0"
Varies
P
DESIGN DATA
Left-hand-back identical, but opposite-hand)
(Right-hand-back box culvert skew shown
TW
TW
TW
M
}
diameter of bar
Length = 36 x
W-10 bars
W-8 bars
match W-10 bars
W-9 bars to
W-7 bars
W-7 bars
CO
NC
RE
TE
BO
X
CU
LV
ER
T
SI
NG
LE S
PA
NH
L-93
1
2
C ProjectL
Long
Wing
Long
Wing
Skew Angle
LEFT-HAND-BACK SKEW
C ProjectL
LongWing
LongWing
RIGHT-HAND-BACK SKEW(with respect to C project)L (with respect to C project)L
` Culvert ` Culvert
90°
Skew Angle
90°
N/
A
TT
Ris
eT
B
2"
joint
construction
Optional
joint
Construction8"
4"
6"
8"
3•"
F-1
S-1
S-3
S-5 (typ.)S-6
F-3F-5 (typ.)F-6
W-6 at 12" ctrs. (typ.)
or greater
rise is 6'-0"
placed when the
W-5 bars to be\
Symm. about this centerline
` Box Culvert
Half SpanTO
J
C-4
C-2
W-1
W-2
C-3
C-1
Ga
Fa
Ea D
a
1'-6"
Eb
Db
A
Fb
Gb
No. 4 bars @ 18" ctrs.
STANDARD ORIENTATION SKETCH
1C
\
W-5
@
Eq.
Spa.
(Typ.)
Construct fence connections in accordance with the Standard Specifications.
Bar Detail. No allowances will be made for additional steel required for bar laps.
The contractor shall have the option of using dowel bars to match vertical wall bars as shown in the Optional
space from inside face of wall.
Spacing of S-5 bars equals (span length) divided by (number of S-5 bars), with first bar being placed one-half
Spacing of F-5 bars equals (span length plus 3•") divided by (number of F-5 bars minus 1).
bars, and S-3 bars midway between S-1 bars.
Place F-3 bars midway between F-1 bars, C-3 bars midway between C-1 bars, C-4 bars midway between C-2
Transverse barrel bars, except skew bars, shall be placed normal to the centerline of culvert.
but only for the portions below flow line.
Excavation for ends consists of neat excavation for barrel turndowns, wing footings and footing turndowns,
through ends of barrel, plus all concrete and steel not included in the barrel cross section.
Concrete and steel quantities for two ends include all concrete and steel beyond vertical planes passing
The minimum lap for spliced bars shall be 48 bar diameters.
length of barrel as shown in cross section.
Concrete and steel quantities per foot of barrel include concrete and steel in floor, walls and slab for one-foot
additional steel used in making splices.
Payment for reinforcing steel shall be based on quantities as shown, and no allowances will be made for
sizes are in customary U.S. units.
All reinforcing steel shall conform to the requirements of ASTM designation A-615/A-615M, grade 60. All bar
other bars, unless noted otherwise. Field bend and/or clip reinforcing bars to maintain minimum covering.
for bars near the underside of culvert floor and wing footings, 1•" for skew bars at parapets, and 2" for all
The minimum covering, measured from the face of the concrete to the surface of a reinforcing bar shall be 3"
All concrete shall be class 47B-3000.
Spacing of the No. 4 bent bars shall be 18" in the wing footing turndowns with or without construction joints.
will be made for additional No. 4 bent bars required because of reduced bar spacing.
bar size is a No. 8, spacing is 14" and if skew bar size is a No. 9, spacing is 10". No additional allowances
the skew bar size is a No. 7 or smaller, the spacing of the No. 4 bent bars in barrel turndown is 18", if skew
If a construction joint is used in the barrel turndown, then the spacing of bent bars shall be as follows: when
? Spacing of the No. 4 bent bars shall be 18" when the barrel turndown is cast as a unit with the barrel floor.
If culvert is skewed, see design data for number of F-8 and S-8 bars.
{ See design data for parapet width.
including subsequent revisions.
This structure is designed in accordance with the AASHTO LRFD Bridge Design Specifications, Eighth Edition,
91-4(1012)
42915
N/A
SP
AL
DI
NG
WE
ST
GR
EE
LE
Y
0°
N-91
N/
A
331+
65
JG
HJ
GH
JW
BJ
UL
Y 2020
W-10 4 12.0" BARS AND OTHER WING BARS.
W-9 4 12.0" FOR PARAPET BARS, TURNDOWN
W-8 0 0.0" SEE PLAN VIEWS AND SECTIONS
W-7 4 12.0" NOTE:
BAR SIZE SPAC
STEEL FOR WINGS
XL = 0'- 0.0" XS = 0'- 0.0" T = 2'- 5.0" U = 3'- 0.0" BASE COURSE 4.83 CY
FL = 0'- 0.0" FS = 0'- 0.0" R = 1'- 2.0" S = 1'- 0.0" EXCAVATION 6 CY
WL = 8'- 3.0" WS = 8'- 3.0" P = 1'-11.0" Q = 1'-11.0" REINFORCING 901 LB
AL = 30.0 DEG AS = 30.0 DEG M = 0'- 0.0" N = 0'- 0.0" CONCRETE 10.74 CY
WALL THICKNESS (TW) = 8.0" QUANTITIES FOR WINGS ON TWO ENDS
WING ANGLES AND DIMENSIONS
PARAPET WIDTH = 8.0"
BASE COURSE 0.253 CY
REINFORCING 98.5 LB
CONCRETE 0.728 CY
QUANTITIES (PER FOOT OF BARREL)
F-6 4 4 W-6 4 8 S-6 4 4
F-5 4 6 W-5 4 4 S-5 4 6
F-3 5 18.0" 5'- 2.0" S-3 4 12.0" 4'-10.0"
W-2 4 6.0" 4'-11.0"
F-1 6 18.0" 9'- 4.0" W-1 4 12.0" 4'-11.0" S-1 5 12.0" 9'- 0.0"
C-3 5 18.0" 4'- 5.0" C-4 5 18.0" 4'- 6.0"
C-1 6 18.0" 5'- 2.0" C-2 5 18.0" 4'-10.0"
BAR SIZE SPAC NO LENGTH BAR SIZE SPAC NO LENGTH BAR SIZE SPAC NO LENGTH
BARREL REINFORCING STEEL
J = 1'- 7.0"
Db = 2'- 8.0" Eb = 2'- 3.0" Fb = 2'- 7.0" Gb = 2'- 3.0"
Da = 2'- 6.0" Ea = 2'- 2.0" Fa = 2'- 3.0" Ga = 2'- 3.0"
A = 1'- 5.0"
BARREL BAR DIMENSIONS
TOP (TT) = 8.0"
SIDE (TO) = 8.0"
BARREL SLAB THICKNESSES: BOTTOM (TB) = 8.0"
8 FT. 4 FT. 6 FT. 0 DEG. HL-93 FLARED TWO ENDS 3 : 1
SPAN RISE FILL SKEW DES LOAD WINGS WINGS ON WING SLOPE
REINFORCED CONCRETE BOX CULVERT DESIGN SINGLE SPAN AT STATION 331+65
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SPECIALPLAN NO.
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PROJECT NUMBER SHEETNO.
C. N.
STRUCTURE NUMBER
BRI
DG
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NEBR
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A
DEPA
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Good Life. Great Journey.
DEPARTMENT OF TRANSPORTATIONPRELIMIN
ARY
ELEVATION OF WING
SECTION B-B(Transverse floor bars are not shown)
UT
3"
No. 4 bars at 18" ctrs. (front face)
2-No. 4 bars
and extend into wing as shown.
No. 4 bars in parapet. Field bend
S-6 Bar
TT
TB
Ris
e
A
A
S
*
*
XL or XS
N
3'-
0"
4"
TT
At inlet At outlet
(Transverse slab bars are not shown)
bars (typ.)
S-8 skew
at 18" ctrs. (typ.)
No. 4 bent bars No. 4 bars (typ.)
1•
" (typ.)
SECTION THROUGH PARAPETS
{ {
3"
TB
OPTIONAL BAR DETAIL
||
4"
9"
R=6"
18" (typ.)
TB
No. 4 bars
F-8 skew bar
? No. 4 bent bars
here when required.
Place third F-8 skew bar
1'-0"
9"
3'-
0"
2'-
6"
4"
Not to Scale
PLAN VIEWPLAN VIEW
(with paved apron(s))(without paved apron(s))
18"
(Typ.)
18"
(Typ.)
\
\
$ $
\
\
18" 18"
6"
SECTIONAL VIEW See Sheet 1 for quantities.
$ = Per linear foot of barrel quantity.
\ = Actual quantity for ends.
NOTE:
{ See design data for parapet width.
W-10 bars (back face)
W-8 (back face)
W-9 bars to match W-10 bars
CRUSHED ROCK BASE COURSE
2
2
end of CBC
Flowline at
F-8 skew bar
bar here when required
Place third F-8 skew
No. 4 bars
TB
8" 8"
4"
5'-
0" (min.) for ris
es greater than 5'-
0"
NOTES
9"
Sheet Piling
passage of reinforcing bars.
sheet piling to allow for
Burn or drill holes through
(Longitudinal section taken at midspan)
3'-
0" (min.) for ris
es of 5'-
0" or less
AT END OF BARREL FLOOR
OPTIONAL STEEL SHEET PILING TURNDOWN
9"
4"
Varies 8" 6"
8" 8"
4"
Bottom of wing footing
Top of wing footing
wing wallFront face of
5'-
0" (min.) for ris
es greater than 5'-
0" S
Sheet Piling
3'-
0" (min.) for ris
es of 5'-
0" or less
(For concrete box culvert wings)
OPTIONAL SHEET PILING TURNDOWN AT WING FOOTING
passage of reinforcing bars.
sheet piling to allow for
Burn or drill holes through
DIAGONAL REINFORCING AROUND CULVERT PIPENot to Scale
Culvert pipe
culvert pipe is required through CBC wall or wing wall.
Place No. 4 diagonal bars around pipe openings when a
bars (Typ.)
2-No. 4 diagonal
W-7 bars
ctrs. (each face)
No.
4 bars at 18"
and extend 2'-0" into wing.
Longitudinal bars in wall. Field bend
slightly below the level shown.
turndowns is permitted at or
the barrel and wing footing
? A construction joint through
or W-2 bar
48 times W-1
W-1 or W-2 bars
W-1 or W-2 bars.
size and spacing of
Dowel bars to match
All sheet piling shall be interlocking. Steel sheet piling shall have a 7 gauge thickness (minimum).
the Department.
labor and incidentals necessary to complete the work shall be supplied at no additional cost to
footing. All sheet piling, additional concrete, reinforcing steel, preparation, equipment, tools,
5'-0". The wing footing extension shall be poured monolithically with the rest of the wing
piling turndown shall be 3'-0" for rises of 5'-0" or less, and, 5'-0" for rises greater than
Additionally, the distance from the top of the wingwall footing to the bottom of the sheet
The wing footing thickness, shall be increased by an additional 4" around the sheet piling.
1C
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65
JG
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BJ
UL
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REF. POST.
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SPECIALPLAN NO.
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YDESI
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PROJECT NUMBER SHEETNO.
C. N.
STRUCTURE NUMBER
BRI
DG
E
DI
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NEBR
ASK
A
DEPA
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MEN
T
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ANSP
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N -
BRID
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N
Good Life. Great Journey.
DEPARTMENT OF TRANSPORTATIONPRELIMIN
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PROJECT NO. SHEET NO.
C.N.
RO
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WA
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91-4(1012)
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0 10' 20'
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Sta. 332+00.00 R1
3:1
1891.98
51.86
LT.,
El. 1891.98
70.01
LT.,
El. 1891.98
CL
Sta. 332+50.00 R1
3:1
1892.33
67.37
LT.,
El. 1892.89
65.70
LT.,
El. 1892.33
50.70
LT.,
El. 1892.33
CL
Sta. 333+00.00 R1
3:1
1892.68
64.60
LT.,
El. 1892.96
63.76
LT.,
El. 1892.68
48.76
LT.,
El. 1892.68
CL
Sta. 333+50.00 R1
3:1
63.78
LT.,
El. 1893.25
63.12
LT.,
El. 1893.03
48.12
LT.,
El. 1893.03
1893.03
CL
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1885 1885
1890 1890
1895 1895
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1905 1905
1910 1910
332+00.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
332+50.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
333+00.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
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1910 1910
333+50.00
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1885 1885
1890 1890
1895 1895
1900 1900
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1910 1910
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1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
332+50.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
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1880 1880
1885 1885
1890 1890
1895 1895
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PROJECT NO. SHEET NO.
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0 10' 20'
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Sta. 334+00.00 R1
3:1
1893.39
47.63
LT.,
El. 1893.39
62.63
LT.,
El. 1893.39
64.36
LT.,
El. 1893.97 CL
Sta. 334+50.00 R1
3:1
1893.75
46.70
LT.,
El. 1893.75
61.70
LT.,
El. 1893.75
64.21
LT.,
El. 1894.59
CL
Sta. 335+00.00 R1
3:1
46.04
LT.,
El. 1894.11
1894.11
61.04
LT.,
El. 1894.11
64.05
LT.,
El. 1895.12
CL
Sta. 335+50.00 R1
3:1
45.59
LT.,
El. 1894.47
1894.47
60.59
LT.,
El. 1894.47
63.25
LT.,
El. 1895.36
CL
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1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
334+00.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
334+50.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
335+00.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
335+50.00
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1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
334+00.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
334+50.00
1880 1880
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
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1880 1880
1885 1885
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PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
Sta. 336+00.00 R1
3:1
44.14
LT.,
El. 1894.83
59.14
LT.,
El. 1894.83
61.77
LT.,
El. 1895.79
CL
1894.83
Sta. 336+50.00 R1
3:1
1895.19
43.56
LT.,
El. 1895.19
58.56
LT.,
El. 1895.19
60.64
LT.,
El. 1895.88
CL
Sta. 337+00.00 R1
3:1
1895.55
43.14
LT.,
El. 1895.55
58.14
LT.,
El. 1895.55
59.39
LT.,
El. 1895.97
CL
Sta. 337+50.00 R1
3:1
42.16
LT.,
El. 1895.91
57.16
LT.,
El. 1895.91
59.16
LT.,
El. 1896.58
1895.91
CL
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1915 1915
336+00.00
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1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
336+50.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
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1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
337+50.00
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1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
336+00.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
336+50.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
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1885 1885
1890 1890
1895 1895
1900 1900
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Sta. 338+00.00 R1
3:1
41.25
LT.,
El. 1896.27
56.25
LT.,
El. 1896.27
58.58
LT.,
El. 1897.05
1896.27
CL
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1895 1895
1900 1900
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1915 1915
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1885 1885
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1900 1900
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RT.,
El. 1903.59
26.65
LT.,
El. 1903.27
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1903.29
22.71
RT.,
El. 1903.48
22.25
LT.,
El. 1903.21
Sta. 0+25.00
18.89
RT.,
El. 1903.20
1903.27
18.01
LT.,
El. 1902.94
Sta. 0+30.00
1902.74
15.17
LT.,
El. 1902.46
16.22
RT.,
El. 1902.59
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14.42
LT.,
El. 1902.04
14.63
RT.,
El. 1902.08
Sta. 0+40.00
1901.80
13.53
RT.,
El. 1901.57
14.06
LT.,
El. 1901.61
Sta. 0+45.00
1901.4214.06
LT.,
El. 1901.14
11.92
RT.,
El. 1901.51
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1895 1895
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15.21
LT.,
El. 1900.61
1901.06
8.18
RT.,
El. 1901.51
10.29
RT.,
El. 1901.51
13.73
RT.,
El. 1900.31
Sta. 0+55.00
3:1
16.35
LT.,
El. 1900.15
1900.59
6.72
RT.,
El. 1901.50
8.73
RT.,
El. 1901.51
12.98
RT.,
El. 1899.93
Sta. 0+60.00
5:12:1
18.88
LT.,
El. 1899.61
7.27
RT.,
El. 1901.50
9.29
RT.,
El. 1901.51
15.47
RT.,
El. 1899.00
1900.11
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1920 1920
0+50.00
1885 1885
1890 1890
1895 1895
1900 1900
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1910 1910
1915 1915
1920 1920
0+55.00
1885 1885
1890 1890
1895 1895
1900 1900
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Driv
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Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
Sta. 0+65.00
4:1 3:120.86
LT.,
El. 1899.09
8.75
RT.,
El. 1901.51
10.87
RT.,
El. 1901.51
17.54
RT.,
El. 1898.75
1899.50
Sta. 0+70.00
4:1 2:11898.88
22.73
LT.,
El. 1898.57
10.26
RT.,
El. 1901.50
12.26
RT.,
El. 1901.50
18.64
RT.,
El. 1898.75
Sta. 0+75.00
X
4:1
1898.33
11.76
RT.,
El. 1901.50
24.82
LT.,
El. 1898.04
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
0+65.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
0+70.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
0+75.00
FIELD DRIVE
PRELIMIN
ARY
X991-4(1012)
42915
X9
Date: 23-
SE
P-
2020 11:40
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Field
Driv
e
Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
Sta. 0+77.55
X
X
4:1
12.75
RT.,
El. 1901.50
14.90
RT.,
El. 1901.50
1898.0726.10
LT.,
El. 1897.76
Sta. 0+80.00
X
4:11897.89
11.30
RT.,
El. 1900.59
13.59
RT.,
El. 1900.47
27.34
LT.,
El. 1897.50
Sta. 0+84.90
1897.58
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
0+77.55
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
0+80.00
1885 1885
1890 1890
1895 1895
1900 1900
0+84.90
FIELD DRIVE
PRELIMIN
ARY
42915
91-4(1012) X10X10
Date: 23-
SE
P-
2020 11:40
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Additio
nal
Dit
ch
XS
Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
X
X
X
3:1
1897.10
49.86
LT.,
El. 1897.10
39.98
LT.,
El. 1897.10
CL
See "Berm Grading" Sheets for Details
XX
X 3:1
CL
1897.42
39.04
LT.,
El. 1897.42
49.12
LT.,
El. 1897.42
See "Berm Grading" Sheets for Details
X
X
X 3:1
CL
1897.74
38.65
LT.,
El. 1897.74
50.27
LT.,
El. 1897.74
See "Berm Grading" Sheets for Details
3:1
CL
1898.06
38.09
LT.,
El. 1898.06
53.09
LT.,
El. 1898.06
56.73
LT.,
El. 1899.27
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
339+00.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
339+50.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
340+00.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
340+50.00
DITCH CLEANOUT
PRELIMIN
ARY
X1191-4(1012)
42915
X11
Date: 23-
SE
P-
2020 11:40
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Additio
nal
Dit
ch
XS
Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
3:1
CL
1898.38
37.98
LT.,
El. 1898.38
52.98
LT.,
El. 1898.38
56.71
LT.,
El. 1899.62
3:1
CL
1898.70
37.80
LT.,
El. 1898.70
52.80
LT.,
El. 1898.70
57.68
LT.,
El. 1900.33
3:1
CL
1899.02
37.53
LT.,
El. 1899.02
52.53
LT.,
El. 1899.02
57.94
LT.,
El. 1900.82
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
341+00.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
341+50.00
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
342+00.00
DITCH CLEANOUT
PRELIMIN
ARY
X1291-4(1012)
42915
X12
Date: 23-
SE
P-
2020 11:40
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Additio
nal
Dit
ch
XS
Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
3:1
CL
1899.34
37.37
LT.,
El. 1899.34
52.37
LT.,
El. 1899.34
58.17
LT.,
El. 1901.46
3:1
CL
1899.66
37.82
LT.,
El. 1899.66
52.82
LT.,
El. 1899.66
57.71
LT.,
El. 1901.63
3:1
38.07
LT.,
El. 6394.94
52.94
LT.,
El. 6394.98
57.20
LT.,
El. 6396.55
CL
1899.94
3:1
CL
1900.30
52.67
LT.,
El. 1900.30
37.67
LT.,
El. 1900.30
58.04
LT.,
El. 1902.39
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
342+50.00
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
343+00.00
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
343+50.00
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
1925 1925
344+00.00
DITCH CLEANOUT
PRELIMIN
ARY
42915
91-4(1012) X13X13
Date: 23-
SE
P-
2020 11:40
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Spaldin
gWest
Ber
m
Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
Sta. 338+81.58 R1
X
X
-76.41,
El. 1901.50
1.5:
11.5:1
-83.23,
El. 1897.63
2'
CL
Sta. 339+00.00 R1
X
X
X
-76.86,
El. 1901.50
1.5:11.5:
1
-83.12,
El. 1897.99
-71.28,
El. 1898.45
2'
CL
Sta. 339+25.00 R1
XX
X
-77.35,
El. 1901.50
1.5:11.5:
1
-83.02,
El. 1898.39
-71.86,
El. 1898.50
2'
CL
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
338+81.58
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
1925 1925
339+00.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
1925 1925
339+25.00
BERM GRADING
PRELIMIN
ARY
X1491-4(1012)
42915
X14
Date: 23-
SE
P-
2020 11:40
Co
mputer:
ND
OT
DE
SI
GN61
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON.
File:
Spaldin
gWest
Ber
m
Sheets 10
Scale.dgn
PROJECT NO. SHEET NO.
C.N.
0 10' 20'
SCALE
Sta. 339+50.00 R1
XX
X
-77.85,
El. 1901.50
1.5:11.5:
1
-83.20,
El. 1898.60
-72.74,
El. 1898.76
2'
CL
Sta. 339+75.00 R1
X
X
X
-78.41,
El. 1901.50
1.5:11.5:
1
-82.83,
El. 1899.22
-73.46,
El. 1898.87
2'
CL
Sta. 340+00.00 R1
X
X
X
-78.97,
El. 1901.50
1.5:11.5:
1
-81.98,
El. 1900.16
-75.21,
El. 1899.67
2'
CL
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 160160
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
1925 1925
339+50.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
1925 1925
339+75.00
1885 1885
1890 1890
1895 1895
1900 1900
1905 1905
1910 1910
1915 1915
1920 1920
1925 1925
340+00.00
BERM GRADING
PRELIMIN
ARY
![Danz6n No - Berkner Orchestra...£ F ~r I f £ f Cfl r-Nr I F ~ - 1 1 - I I f JJ . .I-z.__ 2 Danzon No 2 (R. 04-01) Contrabajos (Double Bass) 011] . plZZ ~= F t F F I E. F. E I F t](https://img.pdfslide.us/doc/110x75/60d9dd9b0d1d481c7d34cad6/danz6n-no-berkner-orchestra-f-r-i-f-f-cfl-r-nr-i-f-1-1-i-i-f.jpg)
