Solicitation_-_W912DQ18B1017_-_0001_-_Attachment_A_-_Copy.pdf

PDF 2 MB Posted Aug 28, 2018

Attached to: Emergency Streambank Protection Project - K20 Little Delaware River
Solicitation number: W912DQ18B1017
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Solicitation - W912DQ18B1017 - 0001 - Attachment A - Copy

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V-100

NAD 1983 (2011) NAVD 88 (GEOID12B Conus) United States State Plane Kansas North 1501

ELEVATION = 1018.253

EASTING = 1971565.843

NORTHING = 494388.144

PROJECT CONTROL POINT K20-1

NAD 1983 (2011) NAVD 88 (GEOID12B Conus) United States State Plane Kansas North 1501

ELEVATION = 1011.2720

EASTING = 1971629.883

NORTHING = 494714.845

KDOT CONTROL POINT 1M

S U

R V

E Y

E X

C O

N D

AND OPERATED BY THE KICKAPOO TRIBE IN KANSAS.

1. WATER QUALITY MONITORING SYSTEM IS OWNED

NOTE:

FIBER LINE

EXISTING

EXISTING ROCK PADS

ANTENNA

STREAM GAUGE STEM

I.D.

CORD

ELEVATIONEASTINGNORTHING

1,971,007.36

1,971,007.95

1,971,145.32

1,971,145.86

494,403.59

494,380.82

494,406.33

494,383.35

1015.64

1015.60

1015.65

1015.67

ENTRANCE

EXISTING ACCESS

STORAGE

MATERIAL

STAGING/

010 100

SCALE: 1" = 100'-0"

50 50

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

WATER DISTRICT)

(KICKAPOO

EXISTING WATERLINE F

L O

F L O

WATERLINE

SEE NOTE 1

WATER QUALITY MONITORING SYSTEM

F L

O W

H U

F F

M A

C A

U T

H E

O T

E R

N E

D R

V .D

G N

BOTTOM CHORD STEEL DATA

KDOT BRIDGE 20-7-3.80(026)

EASEMENT

BANK PROTECTION

KDOT PERMANENT

EASEMENT

BANK PROTECTION

KDOT PERMANENT

EASEMENT

BANK PROTECTION

KDOT PERMANENT

EASEMENT

KDOT TEMP.

(DO NOT DISTURB)

SHEETPILE WALL.

EXISTING STEEL

ROW

KDOT EXIST.

ROW

KDOT EXIST.

CL K-20

ROW

KDOT EXIST.

ROW

KDOT EXIST.

PROTECTION ESMT.

KDOT PERM. BANK

20-7-3.80(026)

EXISTING KDOT BRIDGE

CL K-20 STA. 236+90.97

LEGEND

CONSTRUCTION BOUNDARY

AREA

CULTURAL RESOURCE

DO NOT DISTURB

KDOT EXISTING RIGHT OF WAY

31506

N 494,431.60

E 1,971,712.52

31406

N 494,369.74

E 1,969,076.01

CL K-20 ALIGNMENT NOTES

NORTH AMERICAN VERTICAL DATUM OF 1988

NAD83 KANSAS STATE PLANE, NORTH ZONE, US FOOT

DATUM:

C .B

A M

A D

G E

M B

O L

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

S O

U R I

C O

R P

E E

R S

U .S

A R

T R

C A il e a m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

Number:

Reference

Sheet

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

Number:

Reference

Sheet

K D

O J E

C T

B R

O W

U N

T Y

K A

N S

A S

K A

N S

H W

L A

W A

C T

R E

A M

B A

A B

A T

N A

U G

M i s s i o n

P r o j e c t s c i v

S e c t i o n o r k i n g r o j e c t s l a w a i v e r g i n e e r i s i g n a w i n g s

T R

E E

T R E E S

T R

E E

T R

E E

Sec. 30 T4S R16E

S•, SE‚

USA, Kickapoo Tribe of Kansas

4 3 2 235 6 7 8 9 240

4 3 2 235 6 7 8 9

HIGHWAY 20

D E L A

W A R E

C-101

ENTRANCE

EXISTING ACCESS

ENTRANCE

EXISTING ACCESS

NAD 1983 (2011) NAVD 88 (GEOID12B Conus) United States State Plane Kansas North 1501

ELEVATION = 1018.253

EASTING = 1971565.843

NORTHING = 494388.144

PROJECT CONTROL POINT K20-1

NAD 1983 (2011) NAVD 88 (GEOID12B Conus) United States State Plane Kansas North 1501

ELEVATION = 1011.2720

EASTING = 1971629.883

NORTHING = 494714.845

KDOT CONTROL POINT 1M

IDENTIFIER NORTHING EASTING

N 494867.20

N 494733.28

N 494595.17

N 494480.47

N 494447.59

N 494347.62

N 494315.67

N 494240.61

N 494240.63 E 1971035.06

E 1971191.68

E 1971191.62

E 1971235.66

E 1971233.13

E 1971146.98

E 1971012.00

E 1971025.08

E 1971012.41

E 1970798.29

E 1970987.20N 494284.08

N 494283.92

N 494338.75 E 1970885.18

E 1970885.12

LEGEND

CONSTRUCTION BOUNDARY

P S

C A

L E

X R

C A

U T

H E

N E

R D

B S

C .D

G N

EASEMENT

PROTECTION

PERMANENT BANK

AREA

CULTURAL RESOURCE

DO NOT DISTURB

P L

A N

C L

E A

R N

A N

C O

N S

T R

U C

U N

D A

R Y

BOUNDARY LOCATIONS

SCHEDULE OF CONSTRUCTION 16

010 100

SCALE: 1" = 100'-0"

50 50

NNN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

12 N 494207.13

13 N 494207.13

E 1970989.15

E 1970885.12

STONE TOE PROTECTION.

4. LPSTP STANDS FOR LONGITUDINAL PEAKED

OF LPSTP AS SHOWN ON C-301.

3. CONTRACTOR TO WILLOW STAKE ENTIRE LENGTH

SHALL BE RESEEDED WITH NATIVE SEED MIX.

B. ALL DISTURBED AREAS NOT RECEIVING TREES

ROCK STRUCTURES IN ANY DIRECTION.

TREES SHALL NOT BE WITHING 40 FEET OF THE

SPECIFICATION 32 93 00. REPLANTED NATIVE

REPLANTED WITH NATIVE TREES PER

AREAS CLEARED OF TREES SHALL BE A.

AREA CLEARED.

GRASSES AND TREES) BASED ON THE

REESTABLISHING VEGETATION (NATIVE

2. CONTRACTOR SHALL BE RESPONSIBLE FOR

THE PROJECT.

CLEAR WHAT IS NECESSARY TO CONSTRUCT

WITHIN THE CONSTRUCTION BOUNDARY. ONLY

NOT ARBITRARILY CLEARING ALL VEGETATION

1. CONTRACTOR SHALL TAKE GREAT CARE IN

NOTES:

O T

E R

H U

F F

M A

EASEMENT

KDOT TEMP.

EASEMENT

BANK PROTECTION

KDOT PERMANENT

ROW

KDOT EXIST.

ROW

KDOT EXIST.

ROW

KDOT EXIST.

ROW

KDOT EXIST.

EASEMENT

BANK PROTECTION

KDOT PERMANENT

EASEMENT

BANK PROTECTION

KDOT PERMANENT

KDOT EXISTING RIGHT OF WAY

BANK PROTECTION EASEMENT

LIMITS OF KDOT PERM.

STATION

N 494438.94

N 494436.59

E 1970891.08

E 1970798.29

STA 233+82 L 480 FT

STA 235+96 L 480 FT

STA 236+05

STA 235+82

L 340 FT

L 215 FT

STA 237+15 L 80 FT

STA 238+06 L 50 FT

STA 238+06 R 50 FT

STA 237+62

STA 237+59

R 80 FT

R 156 FT

STA 236+03 R 156 FT

STA 235+56 R 110 FT

STA 235+56 R 185 FT

STA 234+52 R 185 FT

STA 234+54

STA 234+55

R 110 FT

R 50 FT

STA 234+46

STA 233+71

L 50 FT

OFFSET

NORTH AMERICAN VERTICAL DATUM OF 1988

NAD83 KANSAS STATE PLANE, NORTH ZONE, US FOOT

DATUM:

CL K-20

C .B

A M

A D

G E

M B

O L

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

Number:

Reference

Sheet

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

Number:

Reference

Sheet

K D

O J E

C T

B R

U N

T Y

K A

N S

A S

K A

N S

H W

L A

W A

C T

R E

A M

B A

A B

A T

N A

U G

M i s s i o n

P r o j e c t s c i v

S e c t i o n r k i o j e c t l a w a v e r g i n e e r i s i g n a w i n g s

STORAGE

MATERIAL

STAGING/

REVETMENT

FULL SLOPE

LPSTP

BAFFLE/TIEBACK

REVETMENT

FULL SLOPE

CROSSING

DITCH

(TIE IN TO EXISTING PROJECT)

LPSTP

REVETMENT

FULL SLOPE

REVETMENT

FULL SLOPE

LPSTP

BAFFLE/TIEBACK

REVETMENT

FULL SLOPE

CROSSING

DITCH

(TIE IN TO EXISTING PROJECT)

LPSTP

REVETMENT

FULL SLOPE

REVETMENT

FULL SLOPE

LPSTP

BAFFLE/TIEBACK

REVETMENT

FULL SLOPE

CROSSING

DITCH

(TIE IN TO EXISTING PROJECT)

LPSTP

REVETMENT

FULL SLOPE

LPSTPLPSTP

ROOT

BURIED STONE

4 3 2 235 6 7 8 9 240

4 3 2 235 6 7 8 9

C-103

ENTRANCE

EXISTING ACCESS

ENTRANCE

EXISTING ACCESS

CAUSEWAY

TEMPORARY CONSTRUCTION

REMOVAL

MINIMAL TREE

REMOVAL

MINIMAL TREE

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,969.20

E 1,970,931.81

LPSTP #1 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,928.26

E 1,970,900.46

164°09'50.51"

E 1,970,887.63

LPSTP #2 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,921.69

147°55'28.55"

E 1,970,940.79

133°07'29.04"

E 1,970,996.50

LPSTP #3 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

146°03'26.53"

E 1,970,966.53

161°21'06.20"

E 1,970,955.32

LPSTP #4 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,902.76

E 1,970,887.63

167°52'47.58"

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,971,016.91

E 1,970,996.50

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,971,122.57

E 1,971,096.67

154°57'02.04"

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,875.43

E 1,970,911.66

BAFFLE - TIEBACK NO. 1 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,897.75

E 1,970,936.69

122°03'37.64"

BAFFLE - TIEBACK NO. 2 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,933.32

E 1,970,964.77

136°50'17.26"

BAFFLE - TIEBACK NO. 3 ALIGNMENT DATA

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,975.83

E 1,970,967.62

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,970,986.29

E 1,970,959.40

140°30'35.89"

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,971,094.04

E 1,971,093.65

ROOT NO. 1 ALIGNMENT DATA

ROOT NO. 2 ALIGNMENT DATA

ROOT NO. 3 ALIGNMENT DATA

X R

C A

U T

H E

D R

C .D

G N

NORTH AMERICAN VERTICAL DATUM OF 1988

NAD83 KANSAS STATE PLANE, NORTH ZONE, US FOOT

DATUM:

LPSTP #4

LPSTP #5

LPSTP #1

LPSTP #2

LPSTP #3

ROOT #1

ROOT #2

ROOT #4

TIEBACK #1

TIEBACK #2

TIEBACK #3

REVETMENT #1

REVETMENT #2

REVETMENT #3

ROOT #3

A L

N M

H E

D U

L E

010 100

SCALE: 1" = 100'-0"

50 50

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

0+00.00 N 494,779.58

N 494,823.83

10°30'35.89" 45.011

0+45.00

0+00.00

0+42.00

N 494,627.36

N 494,594.73

42.281

00°30'08.36" 44.893

N 494,434.95

N 494,479.840+45.00

0+00.00

0+61.00

141°55'15.75" 60.637

N 494,778.34

N 494,730.61

0+45.10

0+92.00

47.029

45.100

N 494,726.02

N 494,690.51

N 494,645.26

141°57'06.20"

0+00.00

35.974

76.326

0+36.00

1+12.00

N 494,544.61

N 494,514.13

N 494,461.96

E 1,970,953.34

0+00.00 N 494,748.17 E 1,971,006.92

N 494,688.17

N 494,654.94

N 494,626.68

72.328

35.068

28.336175°59'20.38"

REVETMENT #1 ALIGNMENT DATA

E 1,970,921.69

0+00.00 N 494,645.26

N 494,574.7772+09

1+08

0+72.00

1+07.00

1+36.00

N 494,544.61

147°53'35.39"

72.097

35.605

REVETMENT #2 ALIGNMENT DATA

E 1,971,036.35

E 1,971,058.43

E 1,971,065.31

0+00.00

0+31.5

0+68.00

1+49.00

1+26.00

22.692162°21'01.46"

58.114157°40'08.71"

36.787148°06'05.90"

31.543139°40'18.53"

N 494,461.96

N 494,437.91

N 494,406.68

N 494,352.92

N 494,331.30

REVETMENT #3 ALIGNMENT DATA

E 1,971,132.99

N 494,436.66

N 494,381.24

N 494,336.06

0+00.00

0+61.17

1+08.00

167°01'00.98"

61.17

46.36

N 494,433.29

E 1,970,966.99

N 494,415.41

E 1,970,981.48

N 494,393.47

E 1,970,995.17

N 494,368.52

E 1,971,005.27

N 494,319.13

E 1,971,023.18

N 494,458.27

E 1,971,134.92

N 494,392.74

E 1,971,165.52

N 494,345.00

E 1,971,177.30

46.0051°57'06.20"

0+00.00

N 494,733.170+46.00

N 494,704.81

0+46.00

46.00

N 494,520.67

N 494,496.28

N 494,491.67

N 494,458.14

N 494,645.26

E 1,970,848.67

N 494,560.07

E 1,970,866.66

N 494,525.50

E 1,970,887.62

C-

VIE

BRID

PROFIL

O T

E R

H U

F F

M A

N E

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,971,168.35

E 1,971,144.34

ROOT NO. 4 ALIGNMENT DATA

0+00.00

42.40

N 494,301.12

N 494,266.170+42.00

145°30' 35.89"

STATION

P.I.

NORTHING

P.I.

EASTING

P.I.

DIRECTION

TANGENT

LENGTH

TANGENT

E 1,971,132.99

E 1,971,139.51

LPSTP #5 ALIGNMENT DATA

0+00.00

0+36.00

169°33'48.68" 36.00

N 494,336.06

N 494,300.66

CL K-20

LEGEND

ALIGNMENT CENTERLINE

KDOT EXISTING RIGHT OF WAY

PROTECTION EASEMENT

KDOT PERMANENT BANK

C .B

A M

A D

A N

G E

N D

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

Number:

Reference

Sheet

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

Number:

Reference

Sheet

K D

O J E

C T

B R

U N

T Y

K A

N S

A S

K A

N S

H W

L A

W A

C T

R E

A M

B A

A B

A T

N A

U G

M i s s i o n

P r o j e c t s c i v

S e c t i o n r k i o j e c t l a w a v e r g i n e e r i s i g n a w i n g s

STORAGE

MATERIAL

STAGING/

0+20

0+40

0+45

0+60

0+80 0+920+00

0+20

0+40

0+60

0+80

1+00

1+20

1+36

0+00

0+20

0+40 0+45

0+80

1+00

1+08

0+00

0+20

0+36

Sec. 30 T4S R16E

S•, SE‚

USA, Kickapoo Tribe of Kansas

4 3 235 6 7 8 9

C-201

O F

O S

EXISTING SHEETPILE

C-103 C-201 SCALE: 1" = 10'

H U

F F

M A

C A

U T

H E

O T

E R

N E

R D

B S

G N

PROFILE OF K-20 BRIDGE CROSSING

C H

A N

L E

C .B

D e s ig n e d b y

D a t e

US Army Corps of Engineers

S u b m it t e d b y

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

P lo t s c a le

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

C A m e

D r a w n b y

C h e c k e d b y

Number:

Reference

Sheet

F il e n o

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

K A

N S

S O

U R I

C O

E E

R S

U .S

A R

T R

Number:

Reference

Sheet

US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

Number:

Reference

Sheet

K D

O J E

C T

B R

U N

T Y

K A

N S

A S

K A

N S

H W

L A

W A

C T

R E

A M

B A

A B

A T

N A

U G

M i s s i o n

P r o j e c t s c i v

S e c t i o n r k i o j e c t l a w a v e r g i n e e r i s i g n a w i n g s

LPSTP ELEV. 994.0 LPSTP ELEV. 994.0

STEEL = 1015.60

BOTTOM CHORD OF

STEEL = 1015.67

BOTTOM CHORD OF

EL.1012.28

EL.1002.06

STA. 0+58

NO. 3

> REVET.

STA. 0+95

NO. 2

> REVET.

0+00 1+00 2+00 3+00

E L E

V A

CS501

TO ENSURE RELEVANT INFORMATION IS BEING UTILIZED.

RESPONSIBILITY TO CONSULT THE MOST CURRENT KDOT DOCUMENTS

KANSAS DEPT. OF TRANSPORTATION (KDOT). IT IS THE CONTRACTOR'S

THIS DRAWING CONTAINS IMAGES IMPORTED AND DISPLAYED FROM THE

C A

U T

H E

N E

R D

B S

G N

X 1

G E

N E

T E

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THIS DRAWNG IS NOT TO SCALE

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TYPICAL WORK ZONE COMPONENTS

SPEED (MPH)

LENGTH (ft)

425 495

55 60

Posted speed prior to work starting

URBAN (40 MPH OR LOWER)

URBAN (45 MPH OR HIGHER)

RURAL (55 MPH OR LOWER)

RURAL (60 MPH OR HIGHER)

EXPRESSWAY/FREEWAY 1000

A B

1500 2640

C less than 100', unless directed by the engineer.

The minimum spacing between signs shall be no

SPEED (MPH)

Posted speed prior to work starting

Channelizer Placement:

normally at right angles to the traffic flow.

(3) Channelizing devices shall be placed for optimum visibility, posted speed limit in mph prior to work starting.

activity area should not exceed a distance in feet equal to two times the

(2) The spacing between devices in the advanced warning area and the the new path. The arrow sign should not be visible to opposing traffic.

(4) Place directional indicator barricades in series to direct traffic onto downward in the direction traffic is expected to pass.

(5) Alternating diagonal orange and white striping must slope space upstream of the vehicle constitutes the buffer space.

buffer space. When a protection vehicle is placed in advance of the work space, only the

Neither work activity nor storage of equipment, vehicles, or material should occur in the work zone components above.

full lane width should be available throughout the length of the buffer space. See typical from the work space, the barrier system shall be considered part of the activity area. A

If temporary concrete safety barrier system is used to separate approaching traffic are not needed along the tangent barrier section.

When concrete barrier system is used, portable channelizing devices to work starting.

exceed a distance in feet equal to 1/2 the posted speed limit in mph prior

(1) The spacing between devices in transition area (taper) should not maximize visibility.

as approved by the engineer in order to beyond the minimum values in the table above

The spacing between any signs may be increased

Shoulder Taper=1/3 L

Shifting Taper=1/2 L

Width in offset feetW = prior to work starting in MPH

Numericial value of posted speedS =

Minimum length of taper in feetL =Where:

L = WS /60 for speeds of 40 MPH or less

L = WS for speeds of 45 MPH or more

Advanced Warning Area Transition

Area

Activity Area Termination Area

Device

Channelizing is 40 mph or less) optional if posted speed limit

(sloped concrete treatment is

Inertial Barrier System

Barrier System

Concrete Safety

Display

Arrow

Taper

Shoulder

Taper "L" Space

BufferDistance

Distance

Taper

Work Space Downstream

(Temporary)

Pavement Marking

Buffer Space

Minimum advance warning sign spacing (in feet): Taper Formulas:

Sh. No.

XXXXXX-XX XX-XXXX-XX XXXXXX

XXX

785-296-1183.

the Temporary Traffic Control Unit for more information at 785-296-1179 or

6) Alternative temporary rumble strip options may be available. Please contact

W8-7 signs. All signs shall be displayed as long as the condition is present.

sign. A W8-15p motorcycle plaque shall be used to supplement the W8-15 or

This sign should be placed a "C" distance after the W20-1 (Road Work Ahead)

Pavement) or W8-7 (Loose Gravel) sign shall be used on mainline approaches.

made of loose material, or when directed by the engineer a W8-15 (Grooved

5) When the driving surface open to traffic is milled or is a temporary surface consistent with the features present in the existing pedestrian facility.

temporary facilities shall be detectable and include accessibility features

4) When existing pedestrian facilities are disrupted, closed, or relocated, the skirting the work site or making a midblock crossing.

are not confronted with midblock work sites that will induce them to attempt placed at intersections (rather than midblock locations) so that pedestrians and suburban areas with high vehicular traffic volumes, these signs should be that encourages them to cross to the opposite side of the roadway. In urban provided, pedestrians should be appropriately directed with advance signing reasonable safe route that does not involve crossing the roadway can be movements from both work site activity and vehicular traffic. Unless a

3) Consideration should be made to separate pedestrian and, if needed, bicycle roadway width signing.

directed by the engineer. A lane width less than 11' may require restricted between centerlines of pavement markings) or as shown on the plans, or as

2) Minimum Lane Width: Lane widths shall be a minimum of 11' (measured work starting.

designed and installed using the posted/legal speed of the roadway prior to

1) Design Speed: Those items delegated to temporary traffic control should be

KANSAS DEPARTMENT OF TRANSPORTATION

D ra w n B y

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1 08/18/15

03/13/18

E.G.K.

K.E.

R.W.B.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEAR

TOTAL

SHEETS

SHEET NO.

TE700

03/13/18

B.A.H.

R.W.B

Eric Kocher

W8-15p usage changed to Shall

Channelizer spacing info

GENERAL NOTES

TRAFFIC CONTROL

O T G r a p h ic s C e r ti fi e d

KDOT Graphics Certified 03-13-2018 te700.dgn

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S u b m it t e d b y

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Kansas City District

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US Army Corps of Engineers

Kansas City District

D e s c r ip t io n D a t e

S y m b o l

A p p r

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Reference

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File details come from the government source that posted it.