Trooper_Package_Plans_-_17-B-0003_-_RFK_-_10_April_2017.pdf

ð

50 1

.1

STATE YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

Partial

60%

13% sht. 1

AADT(2017)

AADT(2037)

FORT RILEY DIRECTORATE OF PUBLIC WORKS

RILEY COUNTY KANSAS

TASK ORDER NO.

45 MPH

20 FT

2- O O PLAN & STANDARD SHEETS

KANSAS 1

GROSS LENGTH OF PROJECT

EXCEPTIONS

NET LENGTH OF PROJECT

NET LENGTH OF BRIDGES

NET LENGTH OF ROAD

FT. (Includes Equations)

FT.

FT.

FT. MILES

MILES

MILES

Clear Zone

C of A

V

D

DHV

T

DESIGN DESIGNATION

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

TOWNSHIP, SECTION or GRANT LINE

GUARDRAIL

CENTER LINE OF PROJECT

TERRACE

CULVERTS

DROP INLET & STORM SEWER

ACCESS CONTROL

POWER POLE

TELEPHONE POLE

MARSH

HEDGE

TREES

PROFILE ELEVATION

STREAM or CREEK

INDEX OF SHEETS

TITLE SHEET1

FORT RILEY DIRECTORATE OF PUBLIC WORKS

Project Manager, Public Works Engineering Division

Approved

Date

By:

FEDERAL PROJECT

Civil Engineer PE, PTOE

SEEDING

PAVEMENT

GRADING

CULVERTS

MILL & OVERLAY PROJECTS

Marshall Army Airfield Project

STA 0+00 Dickman Ave.

BEGIN PROJECT

STA 17+50 Dickman Ave.

END PROJECT

STA 10+90 Caisson Hill Rd

BEGIN PROJECT

STA 0+00 Trooper Rd

BEGIN PROJECT

STA 19+20 Trooper Rd

END PROJECT

STA 91+12 Caisson Hill Rd

END PROJECT

3-9-2017

Contractor Shall Verify Quantities for Bidding Purposes.

Quantities Provided on the Plans are Estimated and for |nformation Only.

Coordinate system EPSG:102677 NAD 1983 State Plane Kansas North FIPS 1501 feet. Bench marks equal elevation 1000'.

scott.r.sutherland Line scott.r.sutherland Typewritten Text 04-03-2017 scott.r.sutherland Typewritten Text Revision 1 04-03-2017

FILL SECTION

3:1 Ground line

STA. 0+00 to STA. 60+60

TROOPER RD

ì

FILL SECTION

3:1 Ground line

1: 1 Typ.

FILL SECTION

3:1 Ground line ì

FILL SECTION

3:1 Ground line ì

FILL SECTION

3:1 Ground line

STA. 65+40 to STA. 68+50

TROOPER RD

ì

FILL SECTION

3:1 Ground line

FILL SECTION

3:1 Ground line ì

FILL SECTION

3:1 Ground line

STA. 99+80 to STA. 103+10

TROOPER RD

STA. 107+25 to STA. 111+20

STA. 71+00 to STA. 96+10

STA. 64+25 to STA. 65+10

TROOPER RD

ì

STA. 114+95 to STA. 119+20

TROOPER RD

Varie s Varies

Varies

Varies

Varies Varies

Varie s

Varie s

Varie s

* 2017

STATE

KANSAS

YEARPROJECT N0. SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

FILL SECTION

3:1 Ground line ì

FILL SECTION

3:1 Ground line

2'-6"

STA. 112+70 to STA. 114+65

TROOPER RD

Varies

Varie s

3:1

Ground line

4:1 6:1

Saw Cut

SHOULDER RECONSTRUCTION

Geogrid ì

4'-0"

3:1

Ground line

4:1 6:1

12'-0" 12'-0"

Slope 2.00%Slope 2.00%

4'-0" 12'-0"

Slope 2.00%

RAP

2.5'

Saw Cut

Geogrid

LANE WIDENING

Width Varies to 10' Saw Cut

FULL DEPTH PATCH

Geogrid

Width Varies

STA. 0+00 to STA. 60+60

CAISSON HILL RD (SHOULDERS ONLY)

STA. 0+00 to STA. 60+60

DICKMAN AVE (32' ROADWAY)

Varies

Base

2.5'

4.2%

4'

Slope 2.0% ì

STA. 112+70 to STA. 114+65

TROOPER RD

STA. 0+00 to STA. 60+60

CAISSON HILL RD (SHOULDERS ONLY)

Travelway

STA. 112+70 to STA. 114+65

TROOPER RD DICKMAN AVE

CAISSON HILL RD

TROOPER RD

4'-0"

2'-6"

2'-6" 2'-6"

2'-6" 2'-6"

2'-6"2'-6"

2'-6"

2'-6"

TYPICAL SECTIONS

Bidding Purposes.

for |nformation Only. Contractor Shall Verify Quantities for

Quantities Provided on the Plans are an Estimate and

Follow 2015 KDOT Standard Specifications for all Materials.

Type-B (MR-90)

6" Rap Base w/ Geogrid

8" HMA Comm. (Class A) w/ Geogrid

Type-B MR-90

6" Rap Base w/ Geogrid

2" HMA Comm. (Class A)

Type-B MR-90

6" RAP Base w/ Geogrid

Millings

Edge Wedge

2" Milling & HMA Comm. (Class A)

Millings

Edge Wedge

Note:

Slope 2.00%

Milling (2")

12'-0"

Slope 2.00%

Milling (2")

12'-0"

Slope 4.2%

4'-0" Sho.

Slope 2.00%

Milling (2")

12'-0" 12'-0"

Slope 4.2%

4'-0" Sho.

Milling (2")

12'-0" 12'-0"

2" HMA Comm. (Class A)

2" HMA Comm. (Class A)

Slope 2.00%Slope 2.00%Slope 2.00%

Slope 4.2%

4'-0" Sho.

Slope 2.00%

Milling (2")

12'-0" 12'-0"

Milling (2")

12'-0" 12'-0"

2" HMA Comm. (Class A)

Slope 2.00%Slope 2.00%Slope 2.00%

4'-0" 12'-0"

Slope 2.00%

Slope 4.2%

4'-0" Sho.

Milling (2")

12'-0"

Milling (2")

12'-0" 12'-0"

2" HMA Comm. (Class A)

Slope 2.00%Slope 2.00%Slope 2.00%

6'-0" 6'-0" 12'-0"

Slope 2.00%2.00% 2.00% Slope 4.2%

4'-0" Sho.

Slope 2.00%

Milling (2")

12'-0" 12'-0"

Milling (2")

12'-0" 12'-0"

2" HMA Comm. (Class A)

Slope 2.00%Slope 2.00%Slope 2.00%

Slope 4.2%

4'-0" Sho.

Milling (2")

12'-0"

Milling (2")

12'-0" 12'-0"

2" HMA Comm. (Class A)

Slope 2.00%Slope 2.00%Slope 2.00%

12'-0"

Slope 2.00%Slope 4.2%

4'-0" Sho. 12'-0"

Slope 2.00%

Crown Offset

Field Verify

Millings

Edge Wedge

Millings

Edge Wedge

Millings

Edge Wedge

Millings

Edge Wedge

Millings

Edge Wedge

4" HMA Commercial Grade (Class A) w/ Geogrid

8" HMA Comm. (Class A) w/ Geogrid

2" HMA Comm. (Class A)

Slope 4.2%

8'-6" Sho.

Slope 4.2%

8'-6" Sho.

4.2%

0' to 8.5'

Shld. Varies

Caisson Hill to Meet Gradation Specifications for Geogrid.

2" HMA Commerical (Class A). Adjust Milling Blade Width w/ Geogrid and 4" HMA Commerical (Class A) and

Guardrail Locations. Replace Shld.w/ 6" RAP (100%) and 8.5' Paved Shld on Cassion Hill Rd. except at

Needed to Maintain 4' Paved Shld on Trooper Rd.

Saw Cut and Remove Existing Pavement as

Pavement Widening and 4' Shld. Reconstruction.

" x

' C

M P

+0

+0

+0

25+00

C a n yo n

R d

E= 1659638.82

N= 273674.27

Begin Mill & Overlay Project

{ Caisson Hill Sta. 10+90

" x

' C

M P

SCALE

100'050' 50'

Fort Riley Directorate of Public Works

PLAN

SHOULDER MILL & OVERLAY

CAISSON HILL RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

98. PVMT Marking (Multi-Component)(Yellow)(4") (16000 LNFT

94. PVMT Marking (Multi-Component)(White)(6") (16050 LNFT)

228. Pavement Edge Wedge (Millings)(|nstall Only) (1600 Tons)

6. Common Excavation (Rural Small) (100 CUYD)

12. Rock Excavation (100 CUYD)

24. Aggregate Base (Special)(RAP)(|nstall Only)(6") (400 SQYD)

80. Geosynthetic Reinforcement (For Base) (800 SQYD)

54. HMA Commercial Grade (Class A)(4") (400 SQYD)

52. HMA Commercial Grade (Class A)(2") (15160 SQYD)

62. Milling (Asphalt)(2") (15160 SQYD)

Estimated Material |tems |nclude:

See Typical Sheet

4' Paved Shld Width

At Guardrail Locations use a Minimum

Reconstruct Shld to Maintain 8.5' Width

2" Mill & Overlay on 8.5' Shlds Lt. & Rt.

{ Caisson Hill Sta. 10+90 to 91+12 Const.

R

70+00

75+00

80+00

85+00

90+00

22'

E= 1659638.82

N= 273674.27

End Mill & Overlay Project

{ Caisson Hill Sta. 91+12

"W"

Vares

:1

W/ + 21' 50'

R =2

5'

50'

Sl op e V a r

S lo p e

N o r m a l S id e

R o a d

S lo p e

R=25'

N o r m a l S id e

R o a d

S lo p e

V a r

S lo p e

Var.

for Entrances ì

R/W

L Projectc

Variable slope approx.

Variable slope approx.

Shoulder line

Edge of Surface

Ditch

6:1

Typical drainage structure

50' or as available.

50' or as available.

c

N o r m a l

S lo p e

L

S id e

R o a d o r

E n tr a n c e

:1

Rad. Pt. 32.69'

(From edge of lane)

Edge of Through Lane and mound side roads to 10' fill height.

6:1 Slope over 10' fill height.

6: 1 Slope at approximate ì

Structure or appropriate clear

8: 1 Slope at the appropriate clear zone width.

zone shall apply to all mound entrances

Field entrances will not be surfaced.

AT ENTRANCES AND SIDE ROADS

FLARE OF SHOULDERS

i

2/ + 21'W

Approx.

20'

Approx.

20'

WITH DRAINAGE STRUCTURE MOUND ENTRANCE OR SIDE ROAD

slope toward the highway, a low point divert surface drainage into the high-approx. 6" deep shall be constructed to

On side roads and entrances which way ditch, the plans.

unless otherwise shown on

SCALE

150'075' 75'

Fort Riley Directorate of Public Works

PLAN

SHOULDER MILL & OVERLAY

CAISSON HILL RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

W illis t o n

P in t

R d

{ Caisson Hill Rd.

R= 50'

22'

244. Seeding (0.5 KSQFT)

228. Pavement Edge Wedge (Millings)(|nstall Only) (20 Tons)

52. HMA Commercial Grade (Class A)(2") (250 SQYD)

56. HMA Commercial Grade (Class A)(4") (45 SQYD)

80. Geosynthetic Reinforcment (For Base) (90 SQYD)

24. Aggregate Base (Special)(RAP)(6")(|nstall Only) (45 SQYD)

Estimated Material |tems |nclude:

See Typical Section

Edge w/ Shoulder Reconstruction as Needed

2" HMA Surface. Reconst. Pavement

Mill & Overlay 22' Entrance w/

{ Caisson Hill Sta. 77+30 20' Lt.

BLDG 330

BLDG 332

BLDG 310

BLDG 380

0+0

5+

10+00

15+00

H o lb r o k

A v e

P e r s h g e

Di ck m an A ve

E= 1659145.97

N= 267799.14

Begin Mill & Overlay Project

{ Dickman Sta. 0+00

E= 1660274.50

N= 268962.13

Begin Mill & Overlay Project

{ Dickman Sta. 17+50

SCALE

100'050' 50'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

DICKMAN AVE

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

98. PVMT Marking (Multi-Component)(Yellow)(4") (2800 LNFT)

52. HMA Commercial Grade (Class A)(2") (6950 SQYD)

62. Milling (Asphalt)(2") (6950 SQYD)

Estimated Material |tems |nclude:

See Typical Sheet

2" Mill & Overlay

{ Dickman Sta. 0+00 to 17+50 Const.

Pvmt Marking (Multi-Component)(White)(12") (168 LNFT)

4" Sidewalk (36 SQFT)

Detectable Warning (2 EA)

Sidewalk Ramp (2 EA)

Estimated Material |tems |nclude:

w/ Detectable Warning

4' Sidewalk and Sidewalk Ramp

{ Dickman Sta. 8+20 Const.

Remove Sidewalk

Remove Sidewalk

Remove Sidewalk

After June 4, 2017, but Shall be Completed and Open to All Traffic by July 21, 2017.

Traffic by June 2, 2017. Contractor has the Option to Begin Work on Dickman Ave.

Note: Contractor shall be completed with Work on Dickman Ave. and Open to All

Remove Sidewalk

Seeding (1000 SQFT)

Common Excavation (9 CUYD)

4" Sidewalk (992 SQFT)

Estimated Material |tems |nclude:

Signs at Sta. 6+00 to Sta. 8+20

Relocate Existing Pedstrian Crossing

Remove 93' of Existing 4" Sidewalk

4' Sidewalk w/ Sidewalk Ramps

{ Dickman Sta. 6+00 to 8+20 Const.

Revision 1 04-03-2017

Marshall Dr.

BLDG BLDG

BLDG

BLDG

BLDG BLDG

Crack Sealing

Crack Sealing

H e n r y

D r

Ray Rd.

Crack Sealing

SCALE

500'0250' 250'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

MARSHALL ARMY AIRFIELD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

222. Sealing Asphalt Cracks (>1/8"<=1/2") (5000 LNFT)

221. Sealing Asphalt Cracks (>1/2"<2") (2000 LNFT)

Estimated Material |tems |nclude:

Along Runways, Taxiways, and Aprons. Areas are Hatched on Sheet

Seal Asphalt Cracks in Asphalt Shld.

, 2017.

th

Note: Work at Marshall Army Airfield shall be completed and cleaned up prior to 5:30 CDT August 11

Pavement Marking (FS TT-P-1952) (White)(36") (460 LNFT)

50. HMA Commercial Grade (Class A)(2") (3800 SQYD)

62. Milling Asphalt (2") (3800 SQYD)

Estimated Material |tems |nclude:

on Overrun Area

Const. 2" Mill & Overlay

Pavement Marking (FS TT-P-1952) (White)(36") (460 LNFT)

50. HMA Commercial Grade (Class A)(2") (3800 SQYD)

62. Milling Asphalt (2") (3800 SQYD)

Estimated Material |tems |nclude:

on Overrun Area

Const. 2" Mill & Overlay scott.r.sutherland Line scott.r.sutherland Typewritten Text Begin on or after Sept 18, 2017.

scott.r.sutherland Typewritten Text Revision 1 04-03-2017 scott.r.sutherland Line scott.r.sutherland Callout Yellow scott.r.sutherland Callout Yellow scott.r.sutherland Stamp scott.r.sutherland Stamp scott.r.sutherland Stamp scott.r.sutherland Stamp scott.r.sutherland Line scott.r.sutherland Stamp scott.r.sutherland Typewritten Text Revision 2 04-06-2017

0+00

5+00

10+00

B

IK

E

LA

N E

R

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-17 w/ { Trooper Sta. 8+00 Rt.

S H

A R

E

T H

E

R O

A D

W P

W

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign W11-1 & W16-1P w/ { Trooper Sta. 20+00 Lt.

SCALE

100'050' 50'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

TROOPER RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

108. PVMT Marking (|ntersection Grade) (Only) (3 EA)

97. PVMT Marking (Multi-Component)(White)(24") (200 LNFT)118. PVMT Marking (|ntersection Grade) (Thru-Lt Arrow) (3 EA)119. PVMT Marking (|ntersection Grade) (Thru-Rt Arrow) (5 EA)114. PVMT Marking (|ntersection Grade) (Thru Arrow) (8 EA)109. PVMT Marking (|ntersection Grade) (Right Arrow) (8 EA)106. PVMT Marking (Intersection Grade)( Left Arrow) (6 EA)103. PVMT Marking (|ntersection Grade) (White)(Bicycle) (10 EA)94. PVMT Marking (Multi-Component)(White)(6") (24560 LNFT)101. PVMT Marking (Multi-Component)(Yellow)(12") (310 LNFT)98. PVMT Marking (Multi-Component)(Yellow)(4") (26400 LNFT)227. Pavement Edge Wedge (

Millings)(|nstall Only) (2400 Tons)61. HMA Commercial Grade (Class A)(Patc hing)(8") (Combined Project Total= 19250 SQYD)50. HMA Commercial Grade (Class A)(2") (

64332 SQYD)

59. Milling (Asphalt)(2")(Tran

s. to Camp Funston) (64332 SQYD)Estimated Material |tems |nc lude:

Const. 2' Edge Wedge except at Curb Sections as Needed.

Const. 2" Mill and Overlay w/ Full Depth Patches

{ Trooper Sta. 0+00 to 119+

N=271544.5502 E=1643400.9202

35+00 40+00

45+00

T h o m a s e

B

IK

E

LA

N E

R

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-17 w/ { Trooper Sta. 42+50 Rt.

SCALE

100'050' 50'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

TROOPER RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

Paving Limits

4'

B a s e

60+00

65+00

70+00

75+00

L =1

T h o m a s eR

=2 .5

R .5

L

40' LT

Sta 68+50

L =8

R =5

3:1 6:1

Var.

Typical

B E G

IN

R

IG

HT

TU

R N

LA

N E

Y

IE

LD

TO

B

IK

ES

O N

L Y

O N

L Y

O N

L Y

R

IG

H T

L A

N E

M U

S T

T U

R N

R

IG

H T

R

R

B

IK

E

LA

N E

L.P.

L.P.

B

IK

E

LA

N E

R

R

R b

R

See KDOT Std. Sht. TE406 Relocate Existing Sign (1 Ea

Line Items |nclude:

Relocate Existing R3-7R Sig n { Trooper Sta. 73+00 Lt.

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-17 w/ { Trooper Sta. 68+00 Rt.

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R4-4 w/ { Trooper Sta. 70+00 Lt.

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-8b w/ { Trooper Sta. 67+00 Lt.

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-17 w/ { Trooper Sta. 60+00 Lt.

Geogrid

SCALE

100'050' 50'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

TROOPER RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (6 CUYD)

201. Curb and Gutter Combined (AE) (25 LNFT)

80. Geosynthetic Reinforcmen t (For Base) (18 SQYD)

24. Aggregate Base (Special)

(RAP)(6")(|nstall Only) (9 SQYD)12. Rock Excavation (2 CUYD) Estimated Material |tems |nc lude:

See KDOT Std. Sht. RD635 Replace w/ 20' of Type | Cu rb and Gutter Remove 20' of Existing Curb and

Gutter { Trooper Sta. 65+00 30' Rt

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (6 CUYD)

201. Curb and Gutter Combined (AE) (25 LNFT)

80. Geosynthetic Reinforcmen t (For Base) (18 SQYD)

24. Aggregate Base (Special)

(RAP)(6")(|nstall Only) (9 SQYD)12. Rock Excavation (2 CUYD) Estimated Material |tems |nc lude:

See KDOT Std. Sht. RD635 Replace w/ 20' of Type | Cu rb and Gutter Remove 20' of Existing Curb and

Gutter { Trooper Sta. 66+00 30' Rt to 2' Aggreagte Shld (Milling s)(4")(|nstall Only) (50 SQYD)

Transition from 4' Paved Sh ld

{ Trooper Sta. 68+50 to 71+

50. HMA Commercial Grade (Class A)(2") (

1670 SQYD)

54. HMA Commercial Grade (Class A)(4") (

1670 SQYD)

6. Comon Excavation (Rural Small) (280 CUYD)

80. Geosynthetic Reinforceme nt (For Base) (3340 SQYD)

24. Aggregate Base (Special)

(RAP)(|nstall Only)(6") (1670 SQYD)12. Rock Excavation (185 CUYD) Estimated Material |tems |nc lude:

Saw Cut and Removed Existing Pavement as N eeded Width to a 4' Paved Shld. as

Needed Reconst. Paved Shld. from E xisting { Trooper Sta. 62+00 to 114

+00 Lt. & Rt.

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (15 CUYD)

50. HMA Commercial Grade (Class A)(2") (

92 SQYD)

59. HMA Commercial Grade (Class A)(8") (

92 SQYD)

193. Slope Drain (Concrete) (

16 LNFT)

192. Flume |nlet (Concrete) (1 EA)

201. Curb and Gutter Combined (AE) (90 LNFT)

80. Geosynthetic Reinforcmen t (For Base) (324 SQYD)

24. Aggregate Base (Special)

(RAP)(6")(|nstall Only) (162 SQYD)12. Rock Excavation (5 CUYD) Estimated Material |tems |nc lude:

See KDOT Std. Sht. RD635, RD628 w/ 8" HMA Base and 2" HMA Surface Const. Pavement Widening w/

90' of Type | Curb and Gut terRemove 70' of Existing Curb and

Gutter { Trooper Sta. 65+75 to 71+

00 Lt.

24'

80+00

85+00

R =2

L .3

50'

KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

SCALE

030' 30'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

TROOPER RD.

"W"

24'

Vares

:1

W/ + 21' 50'

R =2

50'

Sl op e V a r

S lo p e

N o r m a l S id e

R o a d

S lo p e

R=25'

N o r m a l S id e

R o a d

S lo p e

V a r

S lo p e

Var.

for Entrances ì

R/W

L Projectc

Variable slope approx.Variable slope approx.

Shoulder line

Edge of Surface

Ditch

6:1

Typical drainage structure

50' or as available.50' or as available.

c

N o r m a l

S lo p

L

S id e

R o a d o r

E n tr a n c e

:1

Rad. Pt. 32.69'

(From edge of lane)

Edge of Through Lane and mound side roads to 10' fill height.

6:1 Slope over 10' fill heigh t.

6: 1 Slope at approximate ì

Structure or appropriate cl ear

8: 1 Slope at the appropriate clearzone width.

zone shall apply to all mound entrances

Field entrances will not be surfaced.

AT ENTRANCES AND SIDE ROADS

FLARE OF SHOULDERS

i

2/ + 21'W

Approx.

20' Approx.

20'

WITH DRAINAGE STRUCTURE

MOUND ENTRANCE OR SIDE ROAD

slope toward the highway, a low point divert surface drainage int o the high-approx. 6" deep shall be co nstructed to

On side roads and entranc es which way ditch, the plans.

unless otherwise shown on

244. Seeding (0.5 KSQFT)

227. Pavement Edge Wedge (

Millings)(|nstall Only) (12 Ton s)50. HMA Commercial Grade (Class A)(2") (

195 SQYD)

53. HMA Commercial Grade (Class A)(4") (

195 SQYD)

6. Comon Excavation (Rural Small) (60 CUYD)

80. Geosynthetic Reinforcmen t (For Base) (390 SQYD)

24. Aggregate Base (Special)

(RAP)(6")(|nstall Only) (195 SQYD)Estimated Material |tems |nc lude:

w/ 2' Aggregate Shoulder 4" HMA Base with 2" HMA Surface Const. 24' Entrance w/ { Trooper Sta. 82+73 28' Lt

Contractor Staging Area

83'

B a s e

95+00 100+00 105+00

J a c k s n e

L ' L

=3 'R

' R

=3

B

IK

E

LA

N E

B

IK

E

LA

N E

L.P.

L.P.

L.P.

L.P.

L.P.

3:1 6:1

Var.

Sta. 100+85 to 101+20 Lt.

Typical

R

R

244.

See d (0 .5 K

SQFT)

6. Co mon E xcav ation

(Ru ral S mall) (15

CUYD)

201.

Cur b an d Gu tter Combined

(AE) (3

0 LNFT)

19. A ggre gate Base

(AB-3)

(6")

(18

SQYD)

12. R ock

Exca vatio n (3

CUYD)

Line |tem s |n clude

See

KDOT S

td. S

ht. R D635

Repl ace w/ 30' o f Ty pe |

Curb and

Gut ter

Remove 3 0' of

Exi sting

Cur b an d Gu tter

{ Tr ooper

Sta . 101

+00 36' L t.

244.

See d (0 .5 K

SQFT)

6. Co mon E xcav ation

(Ru ral S mall) (15

CUYD)

201.

Cur b an d Gu tter Combined

(AE) (3

0 LNFT)

19. A ggre gate Base

(AB-3)

(6")

(18

SQYD)

12. R ock

Exca vatio n (3

CUYD)

Line |tem s |n clude

See

KDOT S

td. S

ht. R D635

Repl ace w/ 40' o f Ty pe |

Curb and

Gut ter

Remove 4 0' of

Exi sting

Cur b an d Gu tter

{ Tr ooper

Sta . 102

+22 34.4 ' Lt.

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-17 w/ { Trooper Sta. 99+00 Lt.

See KDOT Std. Sht. TE406, TE466 Steel Tubing Post |nstall Sign R3-17 w/ { Trooper Sta. 104+00 Rt.

Geogrid

SCALE

100'050' 50'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

TROOPER RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (15 CUYD)

201. Curb and Gutter Combined (AE) (30 LNFT)

80. Geosynthetic Reinforcment (F or Base) (36 SQYD)

24. Aggregate Base (Special)(RAP)(6")(|nstall Only) (18 SQYD)

12. Rock Excavation (3 CUYD) Estimated Material |tems |nclude

See KDOT Std. Sht. RD635 Replace w/ 30' of Type | Curb and Gutter Remove 30' of Existing Curb and Gu tter { Trooper Sta. 101+00 36' Lt.

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (15 CUYD)

201. Curb and Gutter Combined (AE) (30 LNFT)

80. Geosynthetic Reinforcment (F or Base) (36 SQYD)

24. Aggregate Base (Special)(RAP)(6")(|nstall Only) (18 SQYD)

12. Rock Excavation (3 CUYD) Estimated Material |tems |nclude

See KDOT Std. Sht. RD635 Replace w/ 40' of Type | Curb and Gutter Remove 40' of Existing Curb and Gu tter { Trooper Sta. 102+22 34.4' Lt.

Typ.

25'

B a s e

110+00

115+00

D e s e r t

S to r m

Sta 113+97.00 Sta 114+95.00

Sta 115+20.00 Sta 115+90.00

Off 40.00 RT

Sta 113+65.00

End Mill & Overlay

Sta 119+20.00

Sta 118+70

Sta 117+90

Sta 117+05

Sta 117+15

L.P.

L.P.

L.P.

L.P.

L.P.

B

IK

E

LA

N E

R

244.

See d (0 .5 K

SQFT)

6. Co mon E xcav ation

(Ru ral S mall) (10

CUYD)

193.

Slop e Dr ain (

Conc rete)

(2

LNFT)

192.

Flume | nlet (Con crete ) (1

EA)

201.

Cur b an d Gu tter Combined

(AE) (3

0 LNFT)

19. A ggre gate Base

(AB-3)

(6")

(27

SQYD)

12. R ock

Exca vatio n (4

CUYD)

Line |tem s |n clude

See

KDOT S

td. S

ht. R D635 and Conc

. Flu meRepl ace w/

30' o f Ty pe | Curb and Gut ter

Remove E xisti ng C urb and Gutte r

{ Tr ooper

Sta . 113

+75 Lt.

See KDOT Std. Sht. TE406, TE466

Steel Tubing Post

|nstall Sign R3-17 w/

{ Trooper Sta. 112+00 Lt.

S H

A R

E

T H

E

R O

A D

W P

W

See KDOT Std. Sht. TE406, TE466

Steel Tubing Post

|nstall Sign W11-1 & W16-1P w/

{ Trooper Sta. 110+00 Rt.

3:1 6:1

Var.

Typical

Geogrid

SCALE

100'050' 50'

W911RX-174-D-0001 2016

Fort Riley Directorate of Public Works

PLAN

MILL & OVERLAY

TROOPER RD

KANSAS

STATE PROJECT N0.

SHEETS

TOTAL

SHEET NO.YEAR

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (10 CUYD)

193. Slope Drain (Concrete) (2 LNFT)

192. Flume |nlet (Concrete) (1 EA)

201. Curb and Gutter Combined (AE) (30 LNFT)

80. Geosynthetic Reinforcment (For Base) (54 SQYD)

24. Aggregate Base (Special)(RAP)(6")(|nstall Only) (27 SQYD)

12. Rock Excavation (4 CUYD)

Estimated Material |tems |nclude:

See KDOT Std. Sht. RD635 and Conc. Flume

Replace w/ 30' of Type | Curb and Gutter

Remove Existing Curb and Gutter

{ Trooper Sta. 113+75 Lt.

244. Seed (0.5 KSQFT)

6. Comon Excavation (Rural Small) (10 CUYD)

201. Curb and Gutter Combined (AE) (30 LNFT)

80. Geosynthetic Reinforcment (For Base) (54 SQYD)

24. Aggregate Base (Special)(RAP)(6")(|nstall Only) (27 SQYD)

12. Rock Excavation (4 CUYD)

Estimated Material |tems |nclude:

See KDOT Std. Sht. RD635 and Conc. Flume

Replace w/ 30' of Type | Curb and Gutter

Remove Existing Curb and Gutter

{ Trooper Sta. 113+75 Rt.

N=282606.0234

E=1647472.9509

1 6 Changed bituminous to asphalt J.O.B.S.W.K.

J.O.B.S.W.K.

J.O.B.S.W.K.

CURB, GUTTER

AND

COMBINED CURB & GUTTER

GENERAL NOTE

where concrete pavement is constructed.

Contractor has the option of thickening the curb and gutter as

All exposed edges shall be finished with an edging tool.

Longitudinal construction joint and #4 x 3'-0" bars @ 2'-6" ctrs., Note: Use Concrete Grade 3.0 (AE) throughout.

shown.

Concrete Grade 3.0 (AE) per lin. ft..

Note: Concrete gutter contains 0.065 cu. yds.

Note: Conc. C.&G. | contains 0.060 cu. yds. Conc. Grade 3.0 (AE) per lin.ft.

Note: Conc. C.&G. || contains 0.053 cu. yds. Conc. Grade 3.0 (AE) per lin.ft.

2'-0"

"D

" 8 ƒ

2'-10"

10"

2'-10"

1'-9" 9"

2'-6" ƒ

Smooth Finish (Steel trowel) ƒ

1'-9" 9"

2'-6" ƒ

Smooth Finish (Steel trowel) ƒ

3•"1•" 4"

1'-9"

9"

Smooth Finish

(Steel trowel) ƒ

3•"1•" 4" ƒ

1'-0"

GUTTER

DETAIL OF GUTTER

TAPERED GUTTER

COMBINED CURB & GUTTER - TYPE ||(2'-6" WIDTH)

(2'-6" WIDTH)COMBINED CURB & GUTTER - TYPE |

COMBINED CURB & GUTTER - TYPE ||| (1'-9" WIDTH)

SECTION A-A

SECTION D-D

TYPICAL NOSE DETAILS FOR RAISED MEDIANS

PROTECTION CURB 8"

E d g e o f p a v e m e n t

Long. Construction

Joint

Optional pour line

(Normal section)

Contractor has the option of thickening the curb and gutter as shown.

" 1 " R

E d g e o f p a v e m e n t

Optional pour line

" R

Top of expansion joint filler

Long. const. joint

E d g e o f p a v e m e n t

Optional pour line

Long. const. joint o r

M .T .S

E d g e o f p a v e m e n t

Optional pour line

Long. const. joint o r

M .T .S

Extension of pavement subgrade

Extension of pavement subgrade

Extension of pavement subgrade

Extension of pavement subgrade

#4 x 4'-0" bars @ 2'-6" ctrs.

TYPICAL SECTION

TYPICAL SECTION

TYPICAL SECTION

" R

" R

" R

" R

PLAN

A

D

D

C o n c

10'-0" Mountable Curb m in

10'-0" Mountable Curb

A

Edge with 3" R.

4" Concrete or Asphalt

Edge with 3" R.

4" Concrete or Asphalt

Note: Shaping of gutter is to be Subsidiary to "Gutter (AE)".

2'-6" 4"

Bridge roadway width

Bridge roadway width

Transition

5'-0"5'-0"

"2'-0"

Pay length of gutter ƒ

" 10"2'-0"

2'-0"

2'-0"

6"

6" 4"

2'-6"

2'-0" 10"

Slope 1.6%

Normal shoulder line

Normal shoulder line

Normal shoulder line

Bridge abutment wings

E .W .S

L c optional

L GutterF

Bridge floor

Bridge floor

Align face of Guardrail with upper face of curb

TYPICAL GUTTER @ BRIDGE ENDS

B

B

SECTION B-B

C

C

SECTION C-C

D

D

SECTION D-D

E

E

SECTION E-E

(Drawn for down grade end and "U" Type Abutments)

CONTROL POINT FOR FULL

WIDTH ROADWAY BRIDGE

CONTROL POINT FOR BRIDGE

WITH SAFETY TYPE CURB

GUTTER NEAR E.W.S.

FULL GUTTER SECTION

FOR RETROFIT OF BRIDGE APPROACHES WITH GUTTER

At locations where the centerline grade is relatively flat and the pavement grade is such that the gutter will direct drainage onto the bridge, the flowline depth may be re-duced as directed by the Engineer to facilitate drainage.

Transition gutter to standard 2'-10" gutter section.

1 7 7-2-09

J.O.B.S.W.K.

1-1 0-07

Rev. nose details, jt. sealant& retro.

Specify (curb height and type) ƒ ƒ

(6

C u r b

(8

C u r b

P a v e m e n t th ic k n e s s ƒ

#4 x 3'-0" bars @ 2'-6" ctrs.

4•" 4•"

9"

Road surface

Ground line

#4 Longitudinal bar

SECTION ELEVATION

R

Note: Conc. C.&G. ||| contains 0.054 (8") & 0.051 (6") cu. yds. Conc. Grade

3.0 (AE) per lin. ft.

RD635

TRACED Bowser

TRACE CK. King

APP'D. James O. Brewer

If constructed monolithically, the longitudinal joint is not required.

Gutter".& Curb

"Combined item bid the to subsidiary be shall nose median complete to needed

(AE) 3.0 Grade Concrete Additional Note:

Place a 1" Preformed Expansion Joint Filler (Nonextruding, Type asphalt is used in median.

Omit Expansion Joint material when

B) at a spacing not to exceed 250'.

B)(Type Filler Joint Expansion Preformed •" gutter.and curb in weakness of plane match shall median the in weakness of Plane 125'. of spacing maximum a with gutter and curb the in joints expansion match shall median the in joints Expansion surface.the with flush installed B) (Type Filler Joint Expansion Preformed •" be shall joints expansion runs long In follows. as median concrete in placed be shall joints Expansion Note:

B)(Type Filler Joint Expansion Preformed •"

B)(Type Filler Joint Expansion Preformed 1•"

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

rd .d g n

F il e

D ra w n B y tr h o a d s

P lo tt e d -J

U N -2

:4

DATE REVISIONS BY APP'DNO.

KANSAS DEPARTMENT OF TRANSPORTATION

FHWA APPROVAL

DESIGNED

DETAILED

DESIGN CK. DETAIL CK. QUAN.CK.

RD

TRACED

TRACE CK.

QUANTITIES

APP'D.

Specifications.

Standard see sealant, joint with sealed and sawed be shall joints Longitudinal wing on a U-type abutment see bridge drawings.

bridge a abuts gutter or gutter and curb combined where treatment joint expansion For through gutter section, shaped to fit gutter or curb and gutter. See Std. Drawing RD712.

adhesive bonding with installed sealant membrane 4"x4" use 10', than more for on continued is gutter and curb or gutter and pavement, the across placed is joint relief pressure Where end of a bridge. Inlets shall be located so as not to fall within this transition section.

the at as such curb, a abuts gutter the where except gutter of run each of ends the at used be shall section gutter tapered the to section gutter normal from transition of length 4' A the ends of curb returns. Planes of weakness shall be constructed at 10'-0" intervals.

at and 250' exceed to not spacing a at gutter, or gutter and curb combined the of dimensions the to cut B) (Type Filler Joint Expansion Preformed 1" a place and bars tie omit course, base concrete or pavement concrete abut not does gutter or gutter and curb combined Where joints in the pavement.

expansion opposite placed be to are gutter and curb combined the in joints Expansion used for the pavement joints.

as material same the with filled be to are gutter or gutter and curb combined the in Joints required. be will weakness of planes other no and gutter or curb through continued be shall

Joints Pavement gutter. or gutter and curb combined the from omitted be shall bars tie and joint longitudinal the monolithically, constructed If plans. the on shown as section same the have shall gutter or gutter and curb combined The (AE). 3.0 Grade Concrete or pavement concrete the in used mix the either using separately, or monolithically either constructed be option, contractor's the at may, pavement concrete adjoining gutter or gutter and curb Combined

8-13-1218 Revised General Note

4" 3 •"

2 •" R

7 •"

1-29-1319 Added Detail, Comb. C&G (Sp.)

is constructed.

ctrs., where concrete pavement and #4 x 3'-0" bars @ 2'-6"

Longitudinal construction joint

1'-9" E.O.P.

COMBINED CURB AND GUTTER (SPECIAL) (1'-9" WIDTH)

V a r

Note: Thickness to match adjacent pavement.

5-21-2013

K D

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

KDOT Graphics Certified 06-06-2013

6' R

C

C ƒ

•"38 14•"

5 9-12-07

Does not include guide vanes.

Reorg. sheet, add. slope drain stone ì

QUANTITIES (For information only) ì m in î

D it c h o r n o r m a l g r o u n d li n e

DIAGRAM of FLUME INLET at PRESSURE RELIEF JOINT

F

F

1'-6" 1'-6"

Geotech fabric linedÜ

ÙGeotech fabric linedÛ

SECTION F-F

Flume Inlet

G G

ÚGround Line

Geotextile Fabric

SLOPE DRAIN (CONCRETE/STONE)

0.25 cu. yds. 4" Agg. (D50) per lin. ft.

SLOPE DRAIN CONCRETE

SLOPE DRAIN STONE

into toe wall

Bend welded wire reinforcement

Flume Inlets shall be paid for by unit price per each. Slope Drains

Shape of guide vane shown is approximate and may be altered slight-ly to simplify construction. Height and width dimension shall be as shown regardless of shape.

Transverse expansion and contraction joints of same type in pave-ment are to extend through the flume inlet and 4" edge curb, omitting load transfer devices. The edge curb section will be made continuous through any expansion joint by using a filler material

Concrete Grade 3.0 (AE) shall be used in Flume Inlet and Slope Drain.

On concrete pavement projects, the contractor may substitute the mix used in concrete pavement.

Flume inlet shall be tied to the pavement with #4 x 4'-0" tie bars at 2'-6" centers. Tie bars shall be subsidiary to the Flume Inlet.

Aggregate for the Slope Drain (STONE) shall meet the reqirements of stone for Aggregate Ditch Lining and have a D of 4" unless otherwise noted on the plans. The Contractor shall place stone from bottom to the top of slope to produce a well graded mass without segregation of mater-ial sizes. Placement, measurement, and payment shall conform to KDOT

Flow line

1'-0" Lap (min.) Geotextile fabric

SECTION F-F

0.90 sq. yds. Geotextile fabric per lin. ft.

P a id f o r a s li n f t.

S lo p e

D r a in

(S to n e

P a id f o r a s li n f t.

S lo p e

D r a in

(C o n c r e te

10'-1‚"

See Toe Wall Details

9'-4ƒ"

F

Flume Inlet Concrete:

2.2 cu. yds. Concrete

44 lbs. reinf. steel and WWR

Flume Inlet & Toe Wall Concrete:

Slope Drain (STONE) shall be underlain with geotextile fabric that meets the KDOT Standard Specification. All work and materials for the geotextile fabric shall be subsidiary to the Slope Drain (STONE).

Standard Specifications.

F lu m e

In le t (C o n c

B id a s

F lu m e

In le t (C o n c r e te

Lin. Ft. of Slope Drain (Stone)

Lin. Ft. Slope Drain (Stone)

Lin. Ft. of Slope Drain (Concrete)

Lin. Ft. Slope Drain (Concrete)

Ground lineÜ ÚGround line

2'-0" 4" Aggregate (D50)

ÙGeotech fabric lined

SECTION G-G

5'-0"

6" 6"3 m in (T y p

PARTIAL PLAN with GUIDE VANE

Location of Construction Joint or Plane of Weakness

Ú E x p a n s io n

J o in t

Ù P r e s s u r e

R e li e f

J o in t

Ú E

W S ƒ

(C o n c d r a

(S to n e d r a in

Toe WallÜ

1•" Clear

Slope 1„" per ft.

e d g e o f f lu m e in le t.

G r a d e s lo p e to to p

(Stone or Concrete) shall be paid for by unit price per linear foot.

SLOPE DRAIN (CONCRETE)

SLOPE DRAIN (STONE)

Slope Drain is shown with (STONE) or (CONCRETE) option, type to be determined by the Designer.

ÚSlope Drain (Stone)

Slope Drain (CONCRETE):

Slope Drain (STONE): 4" Aggregate (D50)

GENERAL NOTE

All exposed edges shall be finished with an edging tool.

monolithic and struck off with a uniform thickness of 6 inches.

The entire area of the Flume Inlet & Slope Drain shall be placed

Flume Inlets will be constructed without Guide Vanes except at locations noted in plans or as directed by the Engineer. Construction of guide vanes, when required, shall be subsidiary to the bid item

Guide Vanes may be formed monolithic with the Flume Inlet or tied

Flume inlet shall only be constructed adjacent to concrete pavement.

to the Flume Inlet in the manner shown if constructed separately. Al-proval of the Engineer.

ternate methods of constructing Guide Vanes may be used with ap-

For details of 4" edge curb see Standard Drawing RD711.

"Flume Inlet ".

Joints will not extend into the Slope Drain.

No adjustment of guardrail post spacing will be permitted.

Flume Inlet and Slope Drain.

Reinforcing steel & welded wire reinforcement are subsidiary to

0.0833 cu. yds. Concrete per lin. ft.

Toe wall shall be paid for as 1.5 lin. ft.

of Slope drain.

0.79 lbs. WWR per lin. ft.

1.9 cu. yds. Concrete

42 lbs. reinf. steel and WWR

3 J.O.B.7-26-04 Revised guard fence to guardrail S.W.K.

S.W.K. J.O.B.4 1-28-05 Chg. Class to Grade conc., reinf.

S.W.K. J.O.B.

FLUME INLET and

Parallel guardrail location. If guardrail is installed with a flare this dimension will be variable.

On projects with concrete paved shoulders where, due to skew of the bridge, the flume inlet extends beyond the 4" pressure relief joint of the special concrete bridge approach, the portion of inlet or to the concrete shoulder with tie bars.

gutter extending beyond the pressure relief joint shall not be tied

12"

2'-0"

4: 1

12" 12" 12" 12"

4'-0"

12"

9"

12"12"12"12"12"

InletFlume

W a r p to ƒ

10'-0"

31"

3•"

4'-0"

18'-0"

See Bridge Approach Detail

4" Edge curb

3•"

42ƒ"

6" 6"

29ƒ"

C le a r

15‚" Wood Po. Guardrail

14‚" Steel Po. Guardrail 6"

4" 3•"

Roadway 2'-9‚"

2'-0"

Rounding

4" Edge Curb

12" 12"

12"12"12"

4'-0"

(Bend one bar each length) (Typical both ends of vane)

(Guide Vane formed monolithic)

SECTION B-B

PLAN

END ELEVATION

SIDE ELEVATION

B

A

A

SECTION C-C

D

SECTION D-D

SLOPE DRAIN & TOE WALL DETAILS

B

E

SECTION E-EBending Diagram

METHOD of CONNECTING GUIDE VANE to FLUME INLET

E

SECTION A-A

D

Lc c

Ground lineGround line

1„"/ft. Slope

Variable slope

Edge of Shoulder

2-#4 bars - 17'-2" long

Edge of shoulder

4" Edge Curb

4: 1

#4 x 4'-0" tie bars @ 2'-6" ctrs. (Conc. Pvt. Only)

#3 c - bars

#3 c - bars

L Guardrail posts. Form opening(s) in

Flume Inlet for guardrail post(s).

Welded Wire Reinforcement 6 x 6 - W1.4 x W1.4 or WWR used in concrete pavement.

Welded wire reinforcement

2•" R

Variable slope

2•" R

1„"/ft. Slope

Variable slope

Edge of shoulder

Welded Wire Reinforcement 6 x 6 - W1.4 x W1.4 or WWR used in concrete pavement.

f a b r ic li n e

Ü

G o te c h

4" edge curb to 4 : 1 slope

Smooth transition from

Tie bar

2" R.

W

W for details.

See Standard Drawing RD712 approved by the Engineer to fill the void to the full height of the curb.

6 1-25-16 T.T.R.Added Note to Designer S.W.K.

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

rd .d g n

F il e

D ra w n B y tr h o a d s

P lo tt e d -F

E B -2

:5

DATE REVISIONS BY APP'DNO.

KANSAS DEPARTMENT OF TRANSPORTATION

FHWA APPROVAL

DESIGNED

DETAILED

DESIGN CK. DETAIL CK. QUAN.CK.

RD628

TRACED

TRACE CK.

QUANTITIES

APP'D. Scott. W. King

N o te to

D e s ig n e r

W h e n c o n c r e te f lu m e in le ts a r e u s e d o n p r o j e c ts w it h a s p h a lt p a v m e n t u s e a b r id g e a p p r o a c h

2-1-16

K D

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

KDOT Graphics Certified 02-08-2016 ra w n B y

F il e m u s h o c k

P lo tt e d

T E .d g n

T E

-S

E P -2

:1

T ra ff ic

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.

KANSAS DEPARTMENT OF TRANSPORTATION

TE406

7/22/2003

D.D.G.

S.A.B. D.D.G.

W.S.B.

Steven A. Buckley

AND LONGITUDINAL ADJUSTMENTS

LATERAL OFFSETS

DETAILS FOR MOUNTING HEIGHTS

7/1/03

CONVENTIONAL ROADWAY IS 100 FEET.

THE MINIMUM SPACING BETWEEN SIGNS ON A RAMP OR

EXPRESSWAY OR FREEWAY IS 800 FEET.

THE MINIMUM SPACING BETWEEN GUIDE SIGNS ON AN

CHECKED AND MODIFIED AS NEEDED.

ADJUSTED, THE DISTANCE TO THE DESTINATION SHALL BE

IF ANY SIGN WITH A DISTANCE IS LONGITUDINALLY

MILEPOST - 50 FEET

MERGE OR ANY SIGNS IN AN INTERCHANGE - 50 FEET

MILEAGE - 2640 FEET

EXIT DIRECTION - 100 FEET

MOTORIST SERVICE - 1320 FEET

SUPPLEMENTAL GUIDE - 1320 FEET

ADVANCE GUIDE - 1320 FEET

SIGNS ARE:

THE MAXIMUM ALLOWABLE LONGITUDINAL ADJUSTMENTS OF

AND IF IT WILL PROTECT THE SIGN MORE.

WILL IMPROVE THE VISIBILITY OF THE SIGN OR OTHER SIGNS

SIGNS MAY BE MOVED LATERALLY OR LONGITUDINALLY IF IT

ADJUSTMENTS:

AREA IS 3 FEET.

THE POST CENTERLINE TO THE BACK EDGE OF THE PAVED GORE

BEYOND THE SHOULDER EDGE. THE MINIMUM DISTANCE FROM

STATION. THE EDGES OF THE GORE SIGN SHALL NOT EXTEND

PROVIDED, THEN LOCATE THE GORE SIGN AT THE PLAN

BLOCKOUT IN THE PAVED GORE AREA. IF NO BLOCKOUT IS

THE GORE SIGN SHALL BE INSTALLED IN THE FOOTING

S H

O U

L D

E R E

D G

E

P A

V E

M E

N T E

D G

E

S H

O U

L D

E R E

D G

E

P A

V E

M E

N T E

D G

E

S H

O U

L D

E R E

D G

E

P A

V E

M E

N T E

D G

E

S H

O U

L D

E R E

D G

E

P A

V E

M E

N T E

D G

E

S H

O U

L D

E R E

D G

E

S H

O U

L D

E R E

D G

E

P A

V E

M E

N T E

D G

E P

A V

E M

E N

T E

D G

E

B R

E A

K

C R

O S

S S

L O

P E

* - 8’6" WITH SECONDARY SIGN

** - 60’ MAX.

* - 8’6" WITH SECONDARY SIGN

* - 8’6" WITH SECONDARY SIGN

* - 8’6" WITH SECONDARY SIGN

* - 8’6" WITH SECONDARY SIGN

GROUND LINE

MAX. SLOPE= 3:1

C R

O S

S S

L O

P E B

R E

A K

SIGN POST

CENTERLINE OF

M

A I N

L I N

E P

A V

E M

E N

T E

D G

E

R A

M P P

A V

E M

E N

T E

D G

E

R A

M P P

A V

E M

E N

T E

D G

E

R A

M P P

A V

E M

E N

T E

D G

E

RAMP

SHOULDER

RAMP GORE SIGN

SHOULDER

MAINLINE OR RAMP

AREA

PAVED GORE

(DIMENSIONS ARE MINIMUMS)

SHOULDER MOUNT SHOULDER MOUNT

CONVENTIONAL ROADWAY

SHOULDER MOUNT SHOULDER MOUNT

FREEWAY AND EXPRESSWAY ROADWAY

FREEWAY AND EXPRESSWAY ROADWAY

OFFSET MOUNT

SHOULDER MOUNT SHOULDER MOUNT

RAMPS AND SIDE ROADS

FREEWAY AND EXPRESSWAY ROADWAY

TYPICAL MEDIAN SIGN LOCATION

NARROW MEDIAN WIDE MEDIAN

(RAMP/RAMP)

WITH TWO T1/OM’S

GORE INSTALLED SIGN

(MAINLINE/RAMP)

GORE INSTALLED SIGN

(CROSS-SLOPE BREAK)

POST PLACEMENT CRITERIA

5’6’’

5’6’’

12’

12’

12’ MIN.

12’ MIN.

12’ MIN.

12’ MIN.

12’ MIN.

12’ MIN.

6’

6’

6’

6’

6"

6"

6"

6"

MIN.

7’

MIN.

7’ MIN.

7’

MIN.

7’

MIN.

7’

MIN.

7’

MIN.

7’

MIN.

7’

7’6"

7’6"

7’6"

7’6"

5’6"

30’ MIN.

5’6’’ 5’6’’

5’6’’

5’6’’ 5’6’’

4’6" 4’6"

MIN.

7’

MIN.

7’

MIN.

7’

4’6"4’6"

MIN.

7’6"

MINIMUM

3’

MINIMUM

3’

A B A B

7’6"7’6"

4’6"

RAMP/RAMP

RAMP

MAINLINE/

TYPE

GORE

(FT)

A

(FT)

B

3 3

A

B

P A

V E

M E

N T E

D G

E

OR BE CLOSER THAN 2 FEET FROM THE BACK OF THE CURB.

SHOULD NOT EXCEED THE DISTANCE OF THE SHOULDER MOUNT

BACK OF THE CURB AS THE RADIUS OF THE MEDIA NOSE, BUT

MEDIAN NOSE SHOULD BE SET THE SAME DISTANCE FROM THE

THE BACK EDGE OF THE CURB. SIGNS LOCATED AT THE

CURB, BUT IN NO CASE SHALL THE SIGN EDGE EXTEND BEYOND

MAY BE PLACED A MINIMUM OF 2 FEET FROM THE BACK OF THE

THE MEDIAN IS TOO NARROW FOR THIS PLACEMENT THE SIGN

PLACEMENT SHOULD BE THE SAME AS A SHOULDER MOUNT. IF

WHEN SIGNS ARE MOUNTED IN A MEDIAN, THE LATERAL

BEYOND THE NOSE OF THE GUARD FENCE.

LOCATED BETWEEN 100 FEET IN ADVANCE OF AND 50 FEET

FENCE. THERE SHALL NOT BE ANY SHOULDER MOUNTED SIGNS

A MINIMUM OF 5 FEET FROM THE FACE OF THE GUARD

OF THE GUARD FENCE AND THE NEAREST SIGN POST SHALL BE

EDGE OF THE SIGN SHALL NOT EXTEND BEYOND THE BACK SIDE

WHEN SIGNS ARE MOUNTED BEHIND GUARD FENCE, THE NEAR

HEIGHT MAY BE USED.

CLEARANCE OF 2 FEET WITH A 7’6" MINIMUM MOUNTING

WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM LATERAL

IN BUSINESS, COMMERCIAL, OR RESIDENTIAL DISTRICTS

RIGHT OF WAY LINE.

FREEWAYS, SHALL BE A MINIMUM OF 10 FEET FROM THE

THE OUTER EDGE OF THE SIGN, ON EXPRESSWAYS AND

NOTES:

ONE OR TWO OM1-3 PRIMARY SIGN WITH OM1-3

Sh. No.

XXXXXX-XX XX-XXXX-XX XXXXXX

XXX

K D

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

KDOT Graphics Certified 09-08-2010 ra w n B y

F il e m u s h o c k

P lo tt e d

T E .d g n

T E

-S

E P -2

:1

T ra ff ic

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.

KANSAS DEPARTMENT OF TRANSPORTATION

TE466

7/22/2003

D.D.G.

S.A.B. D.D.G.

A.A.D.

Steven A. Buckley

TUBE POSTS (PSST)

PERFORATED SQUARE STEEL

DETAILS FOR

7/1/03

B B

SIGN

SIGN POST

A A

GROUND LINE

ANCHOR SLEEVE

SIGN POST ANCHOR

BB

SIGN

SIGN POST

GROUND LINE

SIGN POST ANCHOR

CC

36"

18"

6" 6"

36"

1 1/2" 1 1/2"

MATERIAL REQUIREMENTS

LINE FOR INSERTION OF THE CORNER BOLT.

SIGN POST, POST ANCHOR, AND POST ANCHOR SLEEVE (IF REQUIRED) MUST BE IN

IN ALL INSTALLATIONS, THE FIRST HOLE ABOVE THE GROUND LINE ON THE

NOTE:

INSTALL SIGN POST INTO THE POST ANCHOR.3.

THE POST ANCHOR.

DRIVE POST ANCHOR SLEEVE (IF REQUIRED) INTO SUBGRADE OVER2.

DRIVE POST ANCHOR INTO SUBGRADE.1.

INSTALLATION SEQUENCE

OF 60,000 P.S.I.

14 GA. POSTS MUST MEET A CERTIFIED MINIMUM YIELD STRENGTHNOTE:

POST ANCHOR POST ANCHOR SLEEVE

FOOTING

MATERIALS TABLE FOR SIGN POST AND FOOTING

2 1/2" X 2 1/2"

2 1/4" X 2 1/4"

2" X 2"

1 3/4 " X 1 3/4 " 2" X 2" X 12 GA.

2 1/4" X 2 1/4" X 12 GA.

2 1/2" X 2 1/2" X 12 GA.

3" X 3" X 7 GA. NOT REQUIRED

3" X 3" X 7 GA.

2 1/2" X 2 1/2" X 12 GA.

2 1/4" X 2 1/4" X 12 GA.

12 GA. OR 14 GA.

SIGN POST

POST ANCHOR

SIGN POST

JAM NUT

5/16" HEX

CORNER BOLT

5/16" STD.

WASHER

FLAT

POST ANCHOR SLEEVE

POST ANCHOR

SIGN POST

JAM NUT

5/16" HEX

CORNER BOLT

5/16" STD.

WASHER

FLAT

JAM NUT

5/16" HEX

CORNER BOLT

5/16" STD.

WASHER

FLAT

SIGN POST

SIGN

SECTION A-A

SECTION C-C

SECTION B-B

DETAILS FOR 1 3/4", 2", OR 2 1/4" SIGN POST

DETAILS FOR 2 1/2" SIGN POST

DIMENSIONAL REQUIREMENTS.

CONSTRUCTION (1990 EDITION) AND VISUAL INSPECTION FOR CONDITION AND

2600 OF THE STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE

RECEIPT AND APPROVAL OF A TYPE D CERTIFICATION AS DESCRIBED IN SECTION

FURNISHED TO COMPLY WITH THE ABOVE REQUIREMENTS WILL BE BASED ON

ACCEPTANCE OF THE STEEL POSTS, ANCHORS, SLEEVES, AND FASTENERS

BASIS OF ACCEPTANCE:

ITEM ’SQUARE STEEL POST’.

THE BOLTS, NUTS, AND WASHERS SHALL BE BID SUBSIDIARY TO THE BID

CONSTRUCTION (1990 EDITION).

OF THE STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE

THE BOLTS, NUTS, AND WASHERS SHALL COMPLY WITH SUBSECTION 1614

FASTENING ACCESSORIES:

AND SHARP EDGES ARE TO BE SMOOTHED OFF BEFORE APPLICATION OF FINISH.

ALL HOLES SHALL BE DRILLED OR PUNCHED AND ALL WELDS, CUTS, BURRS,

IMMEDIATELY ABOVE THE GROUND LINE.

THE BOLT HOLES ON ALL FOUR SIDES WITH THE EXCEPTION OF THE HOLES

THE POST ANCHOR AND POST ANCHOR SLEEVE MAY BE FURNISHED WITHOUT

LENGTH OF POST.

( DIE-CUT KNOCKOUTS) AT 1" CENTERS ON ALL FOUR SIDES FOR TOTAL

THE SIGN POST SHALL HAVE 7/16" DIA. HOLES OR 7/16" DIA. EMBOSSED RING

CONFORMING TO ASTM A-525, DESIGNATION G-90.

COLD ROLLED CARBON STEEL ASTM A-446 GRADE A WITH A GALVANIZING

LINKED POLYURETHANE ACRYLIC EXTERIOR COATING OR (2) A GALVANIZED FINISH

WITH AN INLINE SYSTEM FOLLOWED BY A CHROMATE CONVERSION AND A CROSS-

QUALITY C 1021 WITH A HOT-DIPPED GALVANIZING CONFORMING TO AASHTO M-120

TO (1) HOT ROLLED CARBON STEEL ASTM A-570 GRADE 33 OR ASTM STRUCTURAL

THE SIGN POSTS, POST ANCHORS, AND POST ANCHOR SLEEVES SHALL CONFORM

SIGN POSTS, POST ANCHORS, AND POST ANCHOR SLEEVES:

Sh. No.

XXXXXX-XX XX-XXXX-XX XXXXXX

XXX

K D

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

KDOT Graphics Certified 09-08-2010