KS z n DEPARTMENT OF TRANSPORTATION PLAN AND …...Jul 28, 2020 · 14-80 ka-1007-03 2020 755 kansas department of transportation state kansas project n0. year sheets total sheet

14-80 KA-1007-03 2020 755

ð

Scale: 1" = 4,000'

T 22 S

T 21 S

T 21 S

R 9

W

R 8

W

R 7

W

R 6

W

BY

DA

TE

SQ

UA

D

SU

RV

EY

CA

DD

TE

CH

NICIA

N

DE

SIG

NE

RS

GROSS LENGTH OF PROJECT

EXCEPTIONS

NET LENGTH OF PROJECT

NET LENGTH OF BRIDGES

NET LENGTH OF ROAD

FT. MILES

MILES

MILES

FT.

FT.

DESIGN DESIGNATION

50 1

1172.1

8

CONVENTIONAL SIGNS

COUNTY LINE

CITY LIMITS

STATE OR NATIONAL LINE

PROPERTY LINE

HIGHWAY FENCE

EXISTING FENCE

CONSTRUCTION LIMITS

RIGHT OF WAY LINE

TRAVELED WAY

RAILROADS

CENTER LINE OF PROJECT

TERRACE

CULVERTS

DROP INLET & STORM SEWER

ACCESS CONTROL

POWER POLE

TELEPHONE POLE

MARSH

HEDGE

TREES

PROFILE ELEVATION

TOWNSHIP, SECTION or GRANT LINE

GUARDRAIL

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

STATE OF KANSAS

then save settings

turn off level rd_Title Sheet Fed_z_n

Turn on level rd_Title Sheet KS_z_n and

For a Kansas Project

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KS_z_n

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For a Federal Project

FT. (Includes Equations)

STATE

KANSAS

YEARPROJECT N0.SHEETS

TOTALSHEET NO.

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021

STREAM or CREEK KANSAS DEPARTMENT OF TRANSPORTATION

State Transportation Engineer

Chief, Bureau of Design

By:

Approved

Date

STA. 1006+00.00 END

STA. 579+32.58 BEGIN

Proj. 14-78 KA-1007-02

Sta. 579+32.58 END

Proj. 14-80 KA-1007-03 =

Proj. 14-80 KA-1007-03

DHV = 10%

D = 60%

V = 75 mph

C of A = Full

Clear Zone = 34'

0 FT.

2012

42,667.42

42,667.42

Sh.16

Sh.

18

Sh.20

Sh.22

Sh.24

Sh.26

Sh.

28

Sh.30

Sh.32

Sh.34

Sh.36

Sh.3

8

Sh.40

Sh.42

Ave. T

18th

Rd.

Ave. U

17th

Rd.

16th

Rd.

19th

Rd.

20th

Rd.

21st

Rd.

Ave. V

Ave. W

Ave. X

W. 108th Ave.

RS 572

M.

Lin

dquist -

Wilso

n an

d

Co

mpan

y

RICE COUNTY

RENO COUNTY

RICE COUNTY

RENO COUNTY

RICE COUNTY

RENO COUNTY

R 8

W

R 7

W

K96/K

14

AADT (2016) = 5,600

42,005.31

TO

LY

ON

S 6

MIL

ES

TO

HUTC

HIN

SO

N 10 M

ILES

T = 12%

AADT (2036) = 8,600

8.081

0.125

7.956

FED. NO. NHPP-A100(703)

PROJ. NO. 14-80 KA-1007-03

INDEX OF VOLUMES

K-14

RICE COUNTY

FEDERAL AID PROJECT

T 20 S

VOLUME 5 - FUTURE INTERCHANGES

VOLUME 2 - BRIDGES

SEQUENCE & TRAFFIC CONTROL

SIGNING, PAVEMENT MARKING, CONSTRUCTION

VOLUME 3 - FENCING, EROSION CONTROL, SEEDING, LIGHTING

VOLUME 4 - CROSS SECTIONS

VOLUME 1 - ROADWAY & DRAINAGEVOLUME 1 - ROADWAY & DRAINAGE

SEE SHEET NO. FOR INDEX SHEET

48'-3" Roadway

Slab Spans (RCSH)

36'-48'-36' Cont. R.C. Haunched

Br. No. 14-80-7.89 (057)

Sta. 996+00, 42' Lt.

56'-0" Roadway

Concrete Beam Spans (PBMC)

60'-102'-102'-60' Prestressed

Br. No. 14-80-6.96 (056)

SR Sta. 50+00.00

Sta. 946+59.97

3-8' x 4' x 66' RCB

NBI 000000000800660

Br. No. 14-80-6.95 (4000)

Sta. 34+00 (Broadway Ave.)

6,000' Curve Rt.

40'-0" Roadway, Variable Skew Lt.


60'-100'-100'-60' Prestressed

Br. No. 14-80-6.42 (055)

Sta. 918+32.40, 42' Lt.

3-8' x 4' x 94' RCB

Br. No. 14-80-5.97 (054)

Sta. 894+50

32'-0" Roadway


54'-104'-104'-54' Prestressed

Br. No. 14-80-5.63 (053)

SR Sta. 50+00.00

Sta. 876+83.60

3-8' x 4' x 94' RCB

Br. No. 14-80-4.35 (052)

Sta. 809+00

3-8' x 4' x 94' RCB

Br. No. 14-80-4.14 (051)

Sta. 798+00

36'-0" Roadway, 45° Skew Lt.

Welded Plate Girder Spans (WWCC)

106'-150'-150'-106' Cont. Composite

Br. No. 14-80-4.04 (050)

SR Sta. 50+00.00

Sta. 792+44.84

40'-0" Roadway, 41°43'19" Skew Rt.

Beam Spans (PBMC)

50'-100'-50' Prestressed Concrete

Br. No. 14-80-1.51 (049)

Sta. 658+91.52, 42' Lt.

3-8' x 4' x 94' RFB

Br. No. 14-80-0.20 (048)

Sta. 590+00

470 473SEE SH. NO. -

FOR CONSTRUCTION SEQUENCE

SHOOFLY DETOUR.

EXISTING HIGHWAY AND

THRU CONSTRUCTION ON

TRAFFIC TO BE CARRIED

Plans Prepared By:

SIGNING & PAVEMENT MARKING

LIGHTING

SEEDING

FENCING

BRIDGES

GRADING & SURFACING (ASPHALT)

2020

2020

2020

T.

Rhoads (R

oad)/

S.

Sc

hwe

nse

n (Brid

ge) -

KD

OT

K.

Gue

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S.

Horvatic -

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C.

Nac

hbar/

R.

Layto

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662.11

VOLUME 2 - BRIDGES

SEQUENCE & TRAFFIC CONTROL

SIGNING, PAVEMENT MARKING, CONSTRUCTION

VOLUME 3 - FENCING, EROSION CONTROL, SEEDING, LIGHTING

VOLUME 4 - CROSS SECTIONS

VOLUME 1 - ROADWAY & DRAINAGE

738

738

VOLUME 5 - FUTURE INTERCHANGESVOLUME 5 - FUTURE INTERCHANGES

739SEE SHEET NO. FOR INDEX SHEET

KD

OT G

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KDOT Graphics Certified 07-28-2020

14-80 KA-1007-03 2020 755

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS


TOTALSHEET NO.

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VOLUME 1 VOLUME 2 VOLUME 3

DescriptionSh. No.

VOLUME 4 VOLUME 5

DescriptionSh. No. DescriptionSh. No.

DescriptionSh. No.DescriptionSh. No.

737

717

706

695

652

505

497

496

718

707

696

653

506

498

-

-

-

-

-

-

755

743

739

738

748

740

-

-

Future Cross Sections (Ramps)

Interchange Details (Future Broadway Ave. Interchange)

Index of Sheets

Title Sheet

-

-

-

-

-

-

-

-

-

-

Ground Improvements

Bridge Berm & Slope Protection

Supports and Spacers for Reinforcing Steel

Standard Pile Details

Bridge Excavation

Bridge No. 14-80-6.95 (4000)

Bridge No. 14-80-7.89 (057)

Bridge No. 14-80-6.96 (056)

Bridge No. 14-80-6.42 (055)

Bridge No. 14-80-5.97 (054)

Bridge No. 14-80-5.63 (053)

Bridge No. 14-80-4.35 (052)

Bridge No. 14-80-4.14 (051)

Bridge No. 14-80-4.04 (050)

Bridge No. 14-80-1.51 (049)

Bridge No. 14-80-0.20 (048)

Index of Sheets

Title Sheet

313

307

305

304

303

302

298

286

264

237

233

209

205

201

167

147

143

142

-

-

-

-

-

-

-

-

-

-

-

-

-

308

306

299

287

265

238

234

210

206

202

168

148

144

122

119

114

100

92

76

74

69

65

60

58

54

44

16

4

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Drainage Maps

Type III Barricades (Fixed)

Traffic Control

Construction Sequence

Pavement Marking

Signing

Lighting

Seeding

Temporary Erosion & Pollution Control

Project Surfacing

Summary of Quantities

Fencing Plans & Fencing Details

Index of Sheets

Title Sheet

495

490

489

473

469

454

397

388

387

340

336

333

315

314

Cross Sections (Ramps)

Cross Sections (Shoofly Detours)

Cross Sections (Access Roads)

Cross Sections (Sideroad)

Cross Sections (Mainline)

Earthwork Computations

Index of Sheets

Title Sheet

491

474

470

455

398

389

341

337

334

316

Culverts

Drainage Data Sheets

Miscellaneous Pipe Culvert Details

End Sections

Guardrail

Basedrains

Schedule of Inlets & Manholes

Inlet & Manhole Details

Miscellaneous Details

Pavement Details

Intersection Details

Interchange Details

Ramps Details

R/W Survey Monument Installation Details

Section Corner Monument Details

Shoofly Detour

Cul-De-Sac Plans

Plan and Profile (Access Roads)

Plan and Profile (Sideroads)

Plan and Profile (Mainline)

General Notes

Salvaged Topsoil

Foundation Treatment & Compaction of Earthwork

Typical Sections

Index of Sheets

Signature Seal Sheet

Title Sheet

141

121

120

118

113

99

98

97

91

90

75

73

68

64

63

62

59

57

53

43

15

14

13

12

3

2

1

739

739

INDEX OF SHEETS

KD

OT G

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ertified


740

740

1610

1620

1630

1640

1650 1650

1640

1630

1620

1610

1680

1670

1660

1680

1670

1660

Exist. Ground Line

0.0%

5.0%

-5.0%

Profile Grade

P.C. 10933

+50.0

010933

+37.2

5

Section

A

10933

+88.2

5

Section B

10934+17.1

3

Section C

10935+25.3

4

Section

D

10936+16.1

8

Section E

10940+14.1

0

10941+63.7

0

10946+42.5

1

+4.0%

+6.0%

+1.6%

Lt. Edge of Pvmt.

SUPERELEVATION DIAGRAM

P.T. 10940+65.1

0

12' 12'

SECTION A

4.0% 4.0% 4.0%

1650.281650.74

{ Ramp A (Future)

Sta. 10933+37.25

1649.80

12' 12'

4.0%6.0%

1649.541650.12

{ Ramp A (Future)

Sta. 10933+88.25

1648.82

SECTION B

11.58'

13.53'

4.29%

12' 12'

4.0%6.0%

1648.991649.78

{ Ramp A (Future)

Sta. 10934+17.13

1648.27

SECTION C

5.27%

12' 3'

12' 12'

4.0%

6.0%

1647.971648.69

{ Ramp A (Future)

Sta. 10935+25.34

1646.60

SECTION D

12' 3' 7'

6.5%

1647.32

12'

4.0%6.0%

1647.96

{ Ramp A (Future)

Sta. 10936+16.18

1645.97

SECTION E

3.27%

1647.13

19.35'25.36'

6.0%

RAMP A FUTURE PROFILE

BROADWAY AVE. INTERCHANGE

Profile Grade Ramp A (Future)

1600 1600

{ Future N.B. Lane

Sta. 933+37.44

1651.22

{ Future N.B. Lane

Sta. 933+89.33

1650.60

{ Future N.B. Lane

Sta. 934+18.74

1650.26

{ Future N.B. Lane

Sta. 935+29.50

1649.17

{ Future N.B. Lane

Sta. 936+22.06

1648.44

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STATE

KANSAS


TOTALSHEET NO.


14-80 KA-1007-03 2020 755

Ele

v. 1670.6

9

1670.0

6 P.I.

+10

1672.1

6 P.T.

+10

Ele

v. 1641.3

6

1646.5

4 P.I.

+75

+00

+25

+75

See Cross Sections for Gore Area Lt.

+50

Var. x Sp. Dt. Lt. 10' x Sp. Dt. Lt.

10' x Sp. Dt. Rt.

+50

+25

4 10935 6 7 8 9 10940 1 2 3 4 10945 6

Ele

v. 1670.6

9

1670.0

6 P.I.

+10

1666.7

0 P.C.

+10

1672.1

6 P.T.

+10

1672.6

4 +42.5

1

1655.3

3

P.T.

+25

Ele

v. 1641.3

6

1646.5

4 P.I.

+75

1648.1

1 P.C.

+25

1649.5

6 +50

1648.6

0

1646.9

1

1646.0

3

1646.0

1

1646.8

2

1648.4

9

1651.0

0

1654.3

5

1658.3

2

1662.3

1

1669.7

8

1672.0

0

1666.3

0

- 1.93% 700' V.C.

+ 3.99

%

+ 1.47%

200' V.C.

SSD = 528'

+ 0.10% Sp. Dt. Rt.

+ 0.30% Sp. Dt. Lt.

+50 Rt.

1640.50

+75 Rt.

1640.72

Elev. 1645.04

Design HW

- 1.50% Sp. Dt. Lt.

+00 Lt.

1645.95

+25 Lt.

1642.58

+00 Rt.

1642.00

+ 0.30% Sp. Dt. Rt.

Sp. Dt. Lt.

-0.30%

+75 Lt.

1643.78

+00 Lt.

1642.35

+25 Rt.

1643.58+ 0.30% Sp. Dt. Rt.

î Rt. = 1642.00

î Lt. = 1642.35

Pr. Gr. = 1651.00

Sta. 10940+00

741

741

1610

1620

1630

1640

1650 1650

1640

1630

1620

1610

1690

1680

1670

1660

1690

1680

1670

1660Profile Grade Ramp B (Future)

Exist. Ground Line

-5.0%

0.0%

5.0%

Profile Grade

+1.6%

Lt. Edge of Pvmt. +6.0%

+4.0%

SUPERELEVATION DIAGRAM

20958+80.3

8

Section B

20957+17.5

7

Section

A

20959+78.5

3

Section C

20960+74.6

3

Section

D

20961+25.6

3

Section E

P.C. 20952

+87.3

1

P.T. 20961+12.8

8

20951+88.7

1

20953

+38.3

1

20946+77.6

3

18'12'

4.0%6.0%

SECTION A

1651.50 1650.78

20'

3.60%

{ Ramp B (Future)

Sta. 20957+17.57

1649.70

12'

4.0%6.0%

SECTION B

1651.96

{ Ramp B (Future)

Sta. 20958+80.38

1650.79

12'3' 6'

5.0%

1651.51

12'

4.0% 6.0%

SECTION C

1652.24

{ Ramp B (Future)

Sta. 20959+78.53

1651.34

12'3'

12'

4.0% 6.0%

SECTION D

1652.52

{ Ramp B (Future)

Sta. 20960+74.63

1651.79

12'

4.0% 4.0%

SECTION E

1652.66

{ Ramp B (Future)

Sta. 20961+25.63

1652.18

12'

RAMP B FUTURE PROFILE

BROADWAY AVE. INTERCHANGE

{ Future N.B. Lane

Sta. 958+76.00

1652.44

{ Future N.B. Lane

Sta. 959+76.22

1652.72

{ Future N.B. Lane

Sta. 960+73.94

1653.00

{ Future N.B. Lane

Sta. 961+25.77

1653.14

12.24'

{ Future N.B. Lane

Sta. 957+10.51

1651.98

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STATE

KANSAS


TOTALSHEET NO.


14-80 KA-1007-03 2020 755

- 1.47%

- 4.12%200' V.C.

SSD = 507' 700' V.C.

+ 0.70%

200' V.C.

SSD = 4416'

+ 0.45% + 0.79%

+00 Lt.

1645.33

+ 1.37% Sp. Dt. Lt.

+00 Lt.

1649.44

+73.6

3

+12.8

8

7 8 9 20950 1 2 3 4 20955 6 7 8 9 20960 1

Ele

v. 1651.1

2

1651.0

5 P.I.

+25

1651.5

7 P.T.

+25

1649.8

9 P.T.

+50

1650.4

2 P.C.

+25

1652.0

9 +12.8

8

Ele

v. 1647.4

4

1651.6

6 P.I.

+00

1661.8

6 P.C.

+50

1665.9

8 P.T.

+50

Ele

v. 1670.1

0

1669.4

4 P.I.

+50

1671.5

7 P.C.

+50

1672.6

4 +77.6

3

1672.3

1

1670.6

7

1667.8

8

1663.9

2

1659.8

9

1656.4

6

1653.7

1

1650.2

9

1649.6

2

1649.6

3

1650.2

4

1650.9

1

1651.4

5

1651.9

9

1651.7

9 P.I.

+75

+00 Lt.

1645.33

+00

+00

See Cross Sections for Gore Area Lt.+73.6

3

+12.8

8

See Cross Sections for Gore Area Lt.Var. x Sp. Dt. Lt.

No Dt. Rt.

+73.6

3

+12.8

8

14-80 KA-1007-03 2020 755


STATE

KANSAS


TOTALSHEET NO.

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RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

16501

Sectio

n Corner

30930

1

2

3

4

30935

6

7

8

9

30940

1

2

3

4

30945

6

7

7 8

PC +31.72

6

7

4 10935 6 7 8

9 10940

1

2

3

4

10945 6

PC +50.0

0

1

2

3

4

925

6

7

8 9

930

1 2

3 4

935 6

7 8

9 940 1 2 3 4 945 6 7 8

{ Field Ent.

Sta. 931+18.56, 3

12.95' Lt.

Ra

mp

A

PT

+65.1

0

940+13.63 Exist. E

nt.

Close

938+74.8

9 { Field E

nt.

940+13.63 Field. E

nt.

PC +16.7

3

45

6

7

8

9

50

1

2

3

4

55

PC +31.72

6

60

1

PC +16.7

3

9

PT +29.61

40

742

742

Sta. 48+50 Match Line

Scale: 1" = 100'

16th Rd.

16th Rd.

16th Rd.A

ve. U

Ave. U

Ramp C

Ramp A

Sec. Line

Future Lanes

Sec. Line

Sta. 61+

50 Mat

ch Line

{ Proposed Improvement

NO. DESCRIPTIONCOORDINATES

NORTH EAST

33

34

36

3537

38

CURVE DATA (K-14)

P.I. Sta. 954+91.29 Bk. = Sta. 932+34.81 Ahd.

R = 6,000.00'

T = 5,672.13'

L = 9,087.79'

E = 2,256.70'

Super = 4.0%

GEOMETRIC COORDINATE LAYOUT

INTERCHANGE FUTURE

BROADWAY AVE.

Future Lanes

Tan. to {

90° 00' 00"

S.R. Broadway Ave. Sta. 50+00.00

{ Prop. Imp. Sta. 946+59.97 =

Bro

ad

way

Ave.

38

37

36

35

34

33

Ramp Terminal

P.T. Ramp A

P.I. Ramp A

Ramp A Extended

P.C. Ramp A

Begin Deceleration Taper

Sta. 946+59.97 { K-14, 325.00' Rt.

Sta. 10946+42.51 { Ramp A = Sta. 20946+77.63 { Ramp B =

Sta. 10940+65.10 { Ramp A = Sta. 940+70.78 { K-14, 197.92' Rt.

Sta. 10937+11.41 Bk. { Ramp A = Sta. 937+16.97 { K-14, 90.99' Rt.

Sta. 934+66.29 { K-14

Sta. 10933+50.00 { Ramp A = Sta. 933+49.97 { K-14, 90.00' Rt.

Sta. 926+29.97 { K-14, 66.00' Rt.

1,882,787.21

1,882,294.22

1,881,985.66

1,881,759.52

1,881,762.46

1,881,357.67

1,398,566.36

1,398,866.97

1,399,055.13

1,399,193.03

1,399,339.38

1,399,923.44

CURVE DATA (Ramp A) (Future)

P.I. Sta. 10937+11.41 Bk. = Sta. 10937+03.69 Ahd.

R = 2,000.00'

T = 361.41'

L = 715.10'

E = 32.39'

Super = 6.0%

KD

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14-80 KA-1007-03 2020 755


STATE

KANSAS


TOTALSHEET NO.

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021

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

PC +31.72

945 6 7 8 9 950 1 2

3 4

955 6

7 8

9 960

1

2

3

4

965 6

7

8

9

970

1

2

PC +16.7

3

45

6

7

8

9

50

1

2

3

4

55

6

9

PT +29.61

40

60

1

PC +16.7

3

743

743Sta. 48+50 Match Line

Scale: 1" = 100'

Ave. U

Future Lanes

Sec. Line

Sta. 61+

50 Mat

ch Line

{ Proposed Improvement Ramp D

Ramp B

41

42

43

NO. DESCRIPTIONCOORDINATES

NORTH EAST

GEOMETRIC COORDINATE LAYOUT

INTERCHANGE FUTURE

BROADWAY AVE.

40

39

44

S.R. Broadway Ave. Sta. 50+00.00

{ Prop. Imp. Sta. 946+59.97 =

Bro

ad

way

Ave.

‚

Sec. Line

CURVE DATA (Ramp B) (Future)

P.I. Sta. 20957+06.06 Bk. = Sta. 20956+94.13 Ahd.

R = 2,000.00'

T = 418.75'

L = 825.57'

E = 43.37'

Super = 6.0%

44

43

42

40

41

39

End Acceleration Lane Taper

Begin Acceleration Lane Taper

P.T. Ramp B

P.I. Ramp B

Ramp B Extended

P.C. Ramp B

Sta. 970+24.09 { K-14, 66.00' Rt.

Sta. 967+20.76 { K-14, 78.00' Rt.

Sta. 20961+12.88 { Ramp B = Sta. 961+12.85 { K-14, 78.00' Rt.

Sta. 20957+06.06 Bk. { Ramp B = Sta. 956+89.29 { K-14, 63.21' Rt.

Sta. 958+59.97 { K-14

Sta. 20952+87.31 { Ramp B = Sta. 952+81.59 { K-14, 190.32' Rt.

1,884,628.77

1,884,351.54

1,883,805.73

1,883,433.91

1,883,547.82

1,883,170.59

1,397,211.12

1,397,325.53

1,397,574.08

1,397,766.70

1,397,625.84

1,398,092.30

KD

OT G

raphics C

ertified


14-80 KA-1007-03 2020 755


STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178074\ka100703rp

v-0

5.d

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File :

Dra

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y :JRuiz

Plotted :1/5/2

021

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

1 2 3 4

925 6

7

7

8

9 930 1 2 3

Scale: 1" = 20'

744

744

Shoulder

ì Proposed Improvement

PAVEMENT DETAILS

Shoulder

740See Sh. No.

For Broadway Ave. Ramp A Section cuts

K-14 Future Lanes

K-14 Future Lanes


6'

10'

6'

8'

A

933

+37.4

4

A

10933+37.25

Shoulder

Shoulder

24'

+29.9

7

KD

OT G

raphics C

ertified


14-80 KA-1007-03 2020 755


STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178074\ka100703rp

v-0

6.d

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File :

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y :JRuiz

Plotted :1/5/2

021

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

10940

9

8

7

6

10935 4

4

935 6 7 8 9

940

Scale: 1" = 20'

745

745

Shoulder


PAVEMENT DETAILS

Shoulder

Shoulder

740

10'

See Sh. No.

For Broadway Ave. Ramp A Section cuts

K-14 Future Lanes

K-14 Future Ramp A

6'

24'

10'

2'

16'

8'

B

10933

+88.2

5

B

933

+89.3

3

934+18.7

4

C

C

10934+17.1

3

4'

D

935+29.5

010935+25.3

4

D

936+22.0

6

E

E

10936+16.1

8

+49.5

0

6'

+90.3

3

KD

OT G

raphics C

ertified


14-80 KA-1007-03 2020 755


STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178074\ka100703rp

v-0

7.d

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File :

Dra

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Plotted :1/5/2

021

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

1 20960

9

8

7

6

6

7 8

9 960 1 2

Scale: 1" = 20'

746

746

PAVEMENT DETAILS

741See Sh. No.

For Broadway Ave. Ramp B Section cuts


Shoulder

Shoulder

Shoulder

A

957+10.5

1

A

20957+17.5

710'

957+76.0

0

B

20958+80.3

8

B

K-14 Future Lanes

K-14 Future R

amp B

959+76.2

2

C

C

20959+78.5

3

960+73.9

4

D

D

20960+74.6

3

961+25.7

7

E

E

20961+25.6

3

6'

24'

10'

2'

16'

8'

3'

6'

8'

KD

OT G

raphics C

ertified


14-80 KA-1007-03 2020 755


STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178074\ka100703rp

v-0

8.d

gn

File :

Dra

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y :JRuiz

Plotted :1/5/2

021

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

3 4 965 6

7

8

9

970

1 2 3 4 975

Scale: 1" = 20'

747

747

PAVEMENT DETAILS

741See Sh. No.

For Broadway Ave. Ramp B Section cuts



K-14 Future Lanes

K-14 Future Lanes6'

8'

Shoulder

Shoulder

Shoulder

Shoulder

6'

10'

+20.7

6

+24.0

9

KD

OT G

raphics C

ertified


10933+50.00 10933+50.00

10934+00.00 10934+00.00

10935+00.00 10935+00.00

10936+00.00 10936+00.00

748

748

STA. 10933+50.00TO STA. 10936+00.00RAMP A (FUTURE)

1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178010\ka100703rxs-1

6.d

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File :

Dra

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Plotted :1/5/2

021

14-80 KA-1007-03 2020 755

1649.56

6:1

4:1

PG Ramp A Future

0.71%

Gore

Matc

h Lin

e

1640.50

Sp. Dt.

1648.60

6:1

4:1

4:1

1640.55

PG Ramp A Future

Gore

Matc

h Lin

e

Sp. Dt.

1646.91

6:1

4:1

1640.65

PG Ramp A Future

Gore

Matc

h Lin

e

Sp. Dt.

1646.03

6:14:1

1640.80

PG Ramp A Future

Gore

Matc

h Lin

e

Sp. Dt.

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

60 60

60 60

70 70

70 70

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80 80

90 90

90 90

100 100

100 100

110 110

110 110

120 120

120 120

130 130

130 130

140 140

140 140

150 150

150 150

160 160

160 160

1640 1640

1650 1650

1660 1660

1630 1630

1640 1640

1650 1650

1660 1660

1630 1630

1640 1640

1650 1650

1660 1660

1630 1630

1640 1640

1650 1650

1660 1660

1630 1630

10937+00.00 10937+00.00

10938+00.00 10938+00.00

10939+00.00 10939+00.00

10940+00.00 10940+00.00

749

749


1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178010\ka100703rxs-1

6.d

gn

File :

Dra

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Plotted :1/5/2

021

14-80 KA-1007-03 2020 755

1646.01

6:1

6:14:1

1641.10

PG Ramp A Future

1645.95

Gore

Matc

h Lin

e

Sp. Dt.

Sp. Dt.

1646.82

6:1

6:1

4:1

1641.40

PG Ramp A Future

1644.44

Gore

Matc

h Lin

e

Sp. Dt.

Sp. Dt.

1648.49

4:1

6:16:1

4:14:1

1641.70

PG Ramp A Future

1642.93

Sp. Dt.Sp. Dt.

1651.00

6:16:1

4:14:1

4:1

1642.00

PG Ramp A Future

3 - 30" RCP

1642.35

Sp. Dt.Sp. Dt.

î 1642.35 î 1642.00

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

60 60

60 60

70 70

70 70

80 80

80 80

90 90

90 90

100 100

100 100

110 110

110 110

120 120

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150 150

150 150

160 160

160 160

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1640 1640

10941+00.00 10941+00.00

10942+00.00 10942+00.00

10943+00.00 10943+00.00

10944+00.00 10944+00.00

750

750


1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178010\ka100703rxs-1

6.d

gn

File :

Dra

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Plotted :1/5/2

021

14-80 KA-1007-03 2020 755

1654.35

6:1 6:1

4:1

4:1

4:1

4:1

1642.30

PG Ramp A Future

1642.65

Sp. Dt.Sp. Dt.

1658.32

6:1 6:1

4:1

4:1

4:1

4:1

1642.60

PG Ramp A Future

1642.95

Sp. Dt.Sp. Dt.

1662.31

6:1 6:1

4:1

4:1

4:1

4:1

1642.90

PG Ramp A Future

1643.25

Sp. Dt.Sp. Dt.

1666.30

6:1 6:1

4:1

4:1

4:1

4:1

1643.20

PG Ramp A Future

1643.55

Sp. Dt.Sp. Dt.

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

60 60

60 60

70 70

70 70

80 80

80 80

90 90

90 90

100 100

100 100

110 110

110 110

120 120

120 120

130 130

130 130

140 140

140 140

150 150

150 150

160 160

160 160

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1670 1670

1640 1640

1650 1650

1660 1660

1670 1670

1640 1640

1650 1650

1660 1660

1670 1670

1680 1680

1640 1640

10945+00.00 10945+00.00

10946+00.00 10946+00.00

751

751


1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

wcip

w\d

0178010\ka100703rxs-1

6.d

gn

File :

Dra

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Plotted :1/5/2

021

14-80 KA-1007-03 2020 755

1669.78

4:1

6:1 6:1

4:1

4:1

1643.50

PG Ramp A Future

Sp. Dt.

1672.00

PG Ramp A Future

6:1

4:1

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

60 60

60 60

70 70

70 70

80 80

80 80

90 90

90 90

100 100

100 100

110 110

110 110

120 120

120 120

130 130

130 130

140 140

140 140

150 150

150 150

160 160

160 160

1650 1650

1660 1660

1670 1670

1680 1680

1640 1640

1650 1650

1660 1660

1670 1670

1680 1680

1640 1640

20947+00.00 20947+00.00

20948+00.00 20948+00.00

20949+00.00 20949+00.00

752

752

STA. 20947+00.00TO STA. 20949+00.00RAMP B (FUTURE)

1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

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File :

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Plotted :1/5/2

021

14-80 KA-1007-03 2020 755

1672.31

PG Ramp Future

6:1

4:1

1670.67

4:1 4:1

6:1 6:1

PG Ramp Future

0.50%

Gore

Matc

h Lin

e

1667.88

4:1 4:1

6:1 6:1

PG Ramp Future

0.50%

Gore

Matc

h Lin

e

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

60 60

60 60

70 70

70 70

80 80

80 80

90 90

90 90

100 100

100 100

110 110

110 110

120 120

120 120

130 130

130 130

140 140

140 140

150 150

150 150

160 160

160 160

1650 1650

1660 1660

1670 1670

1680 1680

1640 1640

1650 1650

1660 1660

1670 1670

1680 1680

1640 1640

1650 1650

1660 1660

1670 1670

1680 1680

1640 1640

20950+00.00 20950+00.00

20951+00.00 20951+00.00

20952+00.00 20952+00.00

20953+00.00 20953+00.00

753

753


1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

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w\d

0178010\ka100703rxs-1

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File :

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Plotted :1/5/2

021

14-80 KA-1007-03 2020 755

1663.92

4:1 4:1

6:1 6:1

PG Ramp Future

Gore

Matc

h Lin

e

1659.89

4:1 4:1

6:1 6:1

PG Ramp Future

Gore

Matc

h Lin

e

1656.46

4:1 4:1

6:1 6:1

PG Ramp Future

Gore

Matc

h Lin

e

1653.71

4:1 4:1

6:16:1

PG Ramp Future

Gore

Matc

h Lin

e

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

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60 60

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1660 1660

1670 1670

1640 1640

1650 1650

1660 1660

1670 1670

1640 1640

1650 1650

1660 1660

1640 1640

20954+00.00 20954+00.00

20955+00.00 20955+00.00

20956+00.00 20956+00.00

20957+00.00 20957+00.00

20958+00.00 20958+00.00

754

754


1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

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021

14-80 KA-1007-03 2020 755

1651.66

6:14:1

6:1

PG Ramp Future

Gore

Matc

h Lin

e

1646.70

Sp. Dt.

1650.29

6:16:1

PG Ramp Future

Gore

Matc

h Lin

e

1648.07

Sp. Dt.

1649.62

6:1

6:1

PG Ramp Future

Gore

Matc

h Lin

e

1649.44

Sp. Dt.

1649.63

6:1

6:1

PG Ramp Future

Gore

Matc

h Lin

e

1650.24

6:1

PG Ramp Future

Gore

Matc

h Lin

e

0 0

0 0

10 10

10 10

20 20

20 20

30 30

30 30

40 40

40 40

50 50

50 50

60 60

60 60

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80 80

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90 90

100 100

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150 150

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160 160

1650 1650

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1640 1640

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1640 1640

1650 1650

1660 1660

1640 1640

20959+00.00 20959+00.00

20960+00.00 20960+00.00

20961+00.00 20961+00.00

20961+12.87 20961+12.87

755

755


1:10

STATE

KANSAS


TOTALSHEET NO.

c:\

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14-80 KA-1007-03 2020 755

1650.91

6:1

PG Ramp Future

Gore

Matc

h Lin

e

1651.45

6:1

PG Ramp Future

Gore

Matc

h Lin

e

1651.99

6:1

PG Ramp Future

Gore

Matc

h Lin

e

1652.09

6:1

PG Ramp Future

Gore

Matc

h Lin

e

0 0

0 0

10 10

10 10

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20 20

30 30

30 30

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Documents

KS z n DEPARTMENT OF TRANSPORTATION PLAN AND …...Jul 28, 2020 · 14-80 ka-1007-03 2020 755 kansas department of transportation state kansas project n0. year sheets total sheet