ACP_Package_2019-05-08.pdf

D e f a u l t

M o d e l : Z

E n g i n e e r i n g

P R

O J

E C

T

M A

N A

G E

M E

N T

R o a d s

C X

X X

X

O g d e n

E s t e s

G r a n t

O

E s t i m a r a w i n g s

T i t l

S h e e t .d g n

F i l e

:3

:5

M a y

S a v e d ð

FEDERAL PROJECT

responsible for verifying quantities for bidding purposes.

Quantities are estimated and for information only. Contractor is

GEARY COUNTY KANSAS

PAVEMENT

GRADING

Civil Engineer PE

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

CONVENTIONAL SIGNS

CENTER LINE OF PROJECT

TERRACE

CULVERTS

DROP INLET & STORM SEWER

ACCESS CONTROL

POWER POLE

TELEPHONE POLE

MARSH

HEDGE

TREES

PROFILE ELEVATION

STREAM or CREEK

0.564

0.025

0.540

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

FORT RILEY DIRECTORATE OF PUBLIC WORKS

Project Manager, Public Works Engineering Division

Approved

Date

By:

FORT RILEY DIRECTORATE OF PUBLIC WORKS

INDEX OF SHEETS

TITLE SHEET1

TITLE PAGE

XXX-XXX-XXX 1KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

50 1

.1

2019 14

0.501

0.501

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

2,978

2,978

2,847

3,288

2,647

2,647

HUEBNER AVENUE

ESTES ROAD

F2-00136-7J

F2-00079-7J

F2-00133-7J

PROJECT NOs.

0.622

0.622

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

3,286

3,286

3,286

OGDEN ACP

MILL & OVERLAY

HUEBNER RD, ESTES RD, AND OGDEN ACP

2-3 Estes Mill And Overlay

RD726R Concrete Entrance Standard Sheet

5-6 Grant St. ACP Mill And Overlay

7-10 Ogden ACP Mill And Overlay

Typical Sections

RD628 Flume Inlet/Slope Drain

RD719A Concrete Pavement Joint And Crack Repair

RD635 Combined Curb And Gutter

ADDED KDOT STD. SHT.

REMOVED SPEED HUMPS

REV 1 - 08MAY2019:

Huebner Mill & Overlay

Estes Mill & Overlay

Ogden ACP Mill & Overlay

T

T

T

T

4" PE G

E

G

V C

S S

18" CM ST

24" CM ST

4.00" AC W8" PVC W

8.00" CI W 6.00" CI W

T

T

T

T

Q

Q

HH

HH

P

V

2.5" PVC FM SS

3" PVC W

8" PVC W

2" PVC W

S h e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F J

S B

I L

N

E R

L

Y

T

E N

N I N

E S

E s t i m a a w i n s o

C

C

E s t a d .d g n

F i l e

:3

:1

M a y

S a v e d

77694

STATE

KANSAS

YEARPROJECT N0.

SCALE

75' 150'75' 0

SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

2019 142F2-00079-7J

MILL & OVERLAY

ACP TO APENNINES

ESTES ROAD

10+00 15+00 20+00 25+00 30+00

35+00 40+00

45+00

ESTES RD

V

IC

T O

A R

M

IS

T E

A P

E N

N

IN

E S

K

IT

ESTES RD

S c a le : 1

M A

T

H

IN

E

M A

T

E

ESTES ROAD - EAST

ESTES ROAD - WEST

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Note: Exist. Utilities For Information Only

100'

117'

STA 10+00

BEGIN MILL AND OVERLAY

STA 33+85

END MILL AND OVERLAY

85'

T

Y P

30'

R

R

40' TYP.

T

Y P

R

BY OTHERS

CONCRETE ENTRANCE

3,750 SQYD

REPAIR ROCK EDGE WEDGE AS NEEDED

85 SQYD

SEE KDOT STD SHEET RD726R

INSTALL 9" CONCRETE APPROACH

5,200 SQYD

MILL AND OVERLAY 2" ASPHALT

485 SQYD TOTAL

SEE KDOT STD SHEET RD726R

INSTALL 2x 9" CONCRETE APPROACHES

STA 29+39

END MILL & OVERLAY

STA 30+07

BEGIN MILL & OVERLAY

STA 39+58

BEGIN MILL & OVERLAY

STA 42+88

END MILL & OVERLAY

2,925 SQYD

REPAIR ROCK EDGE WEDGE AS NEEDED

880 SQYD

MILL AND OVERLAY 2" ASPHALT

1,010 SQYD

MILL AND OVERLAY 2" ASPHALT

60. CONCRETE PAVEMENT (9" UNIFORM)(AE) (570 SQYD)

29. AGGREGATE BASE (AB-3)(4") (570 SQYD)

48. GEOSYNTHEITC REINFORCEMENT (FOR BASE) (570 SQYD)

14. COMMON EXCAVATION (RURAL SMALL) (200 CUYD)

CONCRETE APPROACHES

71. HMA COMMERCIAL GRADE (CLASS A)(PATCHING) (120 TONS)

29. AGGREGATE BASE (AB-3)(4") (355 SQYD)

48. GEOSYNTHETIC REINFORCEMENT (FOR BASE) (355 SQYD)

SEE TYPICAL SECTION

FULL DEPTH REPAIR (~5%)

70. HMA COMMERCIAL GRADE (CLASS A) (850 TONS)

72. MILLING (ASPHALT)(2")(TRANS. TO CAMP FUNSTON) (7,100 SQYD)

2" MILL & OVERLAY

REPAIR EDGE WEDGE AS NEEDED

OVERLAY 2" ASPHALT

INSTALL 2x CONCRETE APPROACHES

FULL DEPTH REPAIR ASPHALT AS NEEDED

MILL 2" ASPHALT

70. HMA COMMERCIAL GRADE (CLASS A) (5 TONS)

48. GEOSYNTHETIC REINFORCEMENT (FOR BASE) (20 SQYD)

29. AGGREGATE BASE (AB-3)(4") (20 SQYD)

389. FLOWABLE FILL (LOW STRENGTH) (10 CUYD)

4. REMOVAL OF EXISTING STRUCTURES (2 EA)

ACTIVE BARRIER REMOVALS

384. PAVEMENT EDGE WEDGE (ROCK) (100 TONS)

14. COMMON EXCAVATION (RURAL SMALL) (75 CUYD)

EDGE WEDGE

BACKFILL AND FULL DEPTH PATCH ASPHALT

REMOVE EXISTING ACTIVE BARRIERS x2

T

T

T

T

4" PE G

V C

S S

18" CM ST

24" CM ST

4.00" AC W8" PVC W

8.00" CI W 6.00" CI W

T

T

T

T

Q

Q

HH

HH

P

2.5" PVC FM SS

3" PVC W

8" PVC W

2" PVC W

S h e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

S

E R

L

T

E N

N I N

E S

E s t i m a a w i n

C

C

E s t a d .d g n

F i l e

:3

M a y

S a v e d

77694

STATE

KANSAS

YEARPROJECT N0.

SCALE

75' 150'75' 0

SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

2019 143F2-00079-7J

MARKING

ACP TO APENNINES

ESTES ROAD

ESTES RD

V

IC

T O

A R

M

IS

T E

A P

E N

N

IN

E S

K

IT

ESTES RD

S c a le : 1

M A

T

E

M A

T

E

ESTES ROAD - EAST

ESTES ROAD - WEST

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Note: Exist. Utilities For Information Only

136. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") (100 LNFT)

138. PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") (5,750 LNFT)

133. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") (5,750 LNFT)

4" DOUBLE YELLOW LINE

12" WHITE LINE

4" WHITE LINE

4" DOUBLE YELLOW LINE 4" WHITE LINE

4" WHITE LINE

4" DOUBLE YELLOW LINE

4" WHITE LINE

4" DOUBLE YELLOW LINE

f a u l t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

S

E R

L

T

E N

N I N

E S

E s t i m a a w i n

C

C r d

R .d g n

F i l e

:4

:4

A p r

S a v e d

5'-0"

3" 3"

Variable

"Y" (Variable)

(Approach Slab)

45° to 90° for one-way operation

60° to 90° for two-way operation

Match thickness at back of Type || Curb & Gutter.

SECTION B-B

SECTION A-A

"Y

V a ri a b le

Normal Width

B

FL of Gutter

TYPICAL PLAN FOR

NORMAL ENTRANCE PAVEMENT

A

A

B

Note: Value of "W" for Normal entrance.

13' min. for Private entrance.

16' min. for Alley.

40' max.

"W" + 5' = Length of Type || Combined Curb &

(M ax

S la b

(A p p ro a c h

"Y (V a ri a b le

"W

1.4 W = Length of Type || Combined Curb & Gutter

B

A

B

TYPICAL PLAN FOR

SKEWED ENTRANCE PAVEMENT

See General Note

A ì

W4 x W4

Welded wire reinforcement

Welded wire reinforcement

WWR 6 x 6-

STATE

KANSAS

YEARPROJECT N0. SHEET NO.

DATE REVISIONS BY APP'DNO.

KANSAS DEPARTMENT OF TRANSPORTATION

DESIGNED

DETAILED

DESIGN CK. DETAIL CK.

QUANTITIES

QUAN.CK.

TRACED

TRACE CK.

APP'D.

SHEETS

TOTAL

ALLEY & ENTRANCE PAVEMENT

J.O.B.

J.O.B.

6 S.W.K.Changed Class to Grade conc., mesh3-30-05

S.W.K.

7 S.W.K.10-20-10 Add. macro fiber opt., General note

Sta. shown on plans.

Normal Axis WWR 6 x 6-

W4 x W4

WWR 6 x 6-

WWR 6 x 6-

W4 x W4

S la b

(A p p ro a c h

See General Note

FHWA APPROVAL

8 2-23-17 T.T.R.Rev. Gen. Note

SCOTT W. KING

S.W.K.9 10-31-17 A.L.R.Joint Filler Type C Added

3-5-18 toward the street at 2% or flatter.

Where sidewalk is constructed through an entrance slope sidewalk

Standard Specifications for macro fiber and dosage requirements.

Welded wire can be substituted with a macro fiber. See KDOT

sq. ft..

Approx. weight of welded wire reinforcement = 58 lbs. per 100 of the approach slab into the sidewalk or alley.

No tie bars or wire reinforcement should extend through the joint reinforcement and/or tie bars.

Use chairs for correct vertical placement of welded wire to welded wire fabric through approach slab joints.

Use #4 x 2'-0" deformed tie bars @ 12" spacing as an alternate entering and leaving the entrance, minimum joint spacing is 6 feet.

15' in width. Place joints on wider slabs to help guide vehicles

Construct a longitudinal tied joint at W/2 on slabs greater than subgrade paper and joint parting strips are not required.

pavement on the project, Concrete Grade 3.0 (AE) may be used, Where valley gutter,alley,and/or entrance pavement is the only concrete 1" expansion joint.

Use 1" preformed Expansion Joint Filler (Type B or C) for as shown regardless of sidewalk location.

driveway pavement width. The 5' concrete approach slab is shaped dimension "Y". Beyond this limit match normal alley or entrance approach slab, follow the extension lines shown to the limit of

Where entrance pavement is required to extend beyond the 5'

Construct entrance approach slab unless otherwise shown.

The angles may be varied to fit special conditions.

GENERAL NOTES

D/2 á ½•"

W (For normal Entrance or Alley)

Gutter or 1½•" Monolithic Edge Curb

W4 x W4

°5 4 5̂4 or 1½•" Monolithic Edge Curb. ( Use nearest foot)

½ "W

½ "W

D/2 á ½•"

K D

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

KDOT Graphics Certified 03-26-2018

F.L. of Gutter

C o n tr J t.

C o n tr J t.

Limit of Entrance Pavement

RD726 R

RD726

Limit of Entrance Pavement

2019 144F2-00079-7J

6" Compacted Subgrade (Type B, MR-90)

Geosynthetic Reinforcement (For Base)9" Concrete Pavement

4" AB-3 Aggregate Base

TYPICAL SECTION

CONCRETE ENTRANCE

e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

S

E R

L

A

T E

E s t i m a a w i n g s

G r a a

O .d g n

F i l e

:1

:2

M a y

S a v e d

T

8" BI KGS HP GAS

4" KGS HP GAS

" P

V C

S S

3" PVC W

E G

UNION PACIFIC RAILROAD

WEST MILL & OVERLAY

GRANT AVE ACP

F2-00136-7J 5 14KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

SCALE

60'030' 30'

10+00

15+00

60+00 65+00

HUEBNER RD

M A

T

E

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Note: Exist. Utilities For Information Only

BEGIN CONCRETE PAVEMENT

STA 59+67 END M&O

STA 10+00 BEGIN M&O

STA 65+40 END PROJECT

DASHED 4" WHITE LINE

DASHED 4" WHITE LINE

12" WHITE LINE

3x 4" WHITE LINE

4" YELLOW LINE

4" YELLOW LINE

4" WHITE LINE

4" WHITE LINE

BACKFILL AND FULL DEPTH PATCH ASPHALT

REMOVE EXISTING ACTIVE BARRIERS

4" YELLOW LINE

BACKFILL AND INSTALL CONCRETE PAVEMENT

REMOVE EXISTING ACTIVE BARRIER

Sc al e:

0'

5,400 SQYD THIS PAGE

OF ASPHALT PAVEMENT

MILL AND OVERLAY 2"

1,510 SQYD

REPAIR CONCRETE CRACKS

REPAIR SPALLED JOINTS

RESEAL CONCRETE JOINTS

REPAIR SLOPE PROTECTION WITH 4" AGGREGATE (D50)

CONSTRUCT SLOPE DRAINS (SEE KDOT STD SHT RD628)

CONSTRUCT 2x FLUME (SEE KDOT STD SHT RD628)

CONSTRUCT TYPE I C&G (SEE KDOT STD SHT RD635)

FILL VOIDS UNDER APPROACH SLABS WITH FLOWABLE FILL

REMOVE EXISTING ASPHALT PAVEMENT

61. CONCRETE PAVEMENT (12" UNIFORM)(AE) (20 SQYD)

70. HMA COMMERICAL GRADE (CLASS A) (5 TONS)

48 GEOSYNTHETIC REINFORCEMENT (FOR BASE) (40 SQYD)

29. AGGREGATE BASE (AB-3) (4") (40 SQYD)

389. FLOWABLE FILL (LOW STRENGTH) (40 CUYD)

4. REMOVAL OF EXISTING STRUCTURES (3 EA)

-ACTIVE BARRIER REMOVALS

355. SLOPE PROTECTION (RIPRAP STONE)(4") (20 CUYD)

323. SLOPE DRAIN (CONCRETE) (50 LNFT)

322. FLUME INLET (CONCRETE) (2 EA)

330. C&G, COMBINED (AE)(TYPE I) (50 LNFT)

389. FLOWABLE FILL (LOW STRENGTH) (30 CUYD)

21. ROCK EXCAVATION (10 CUYD)

-REPAIR SLOPE PROTECTION

384. PAVEMENT EDGE WEDGE (ROCK) (100 TONS)

-REPAIR EDGE WEDGE AS NEEDED

138. PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") (1,000 LNFT)

136. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") (75 LNFT)

133. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") (2,400 LNFT)

-PAVEMENT STRIPING

378. SEALING PCCP CRACKS (>1/8") (100 LNFT)

367. PCCP JOINT AND CRACK PATCHING (FULL DEPTH)(9") (5 SQYD)

369. PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH) (10 SQYD)

380. SEALING PCCP JOINTS (TRANSVERSE) (1,000 LNFT)

379. SEALING PCCP JOINTS (LONGITUDINAL) (580 LNFT)

-CONCRETE JOINT SEALING (SEE KDOT STD SHT RD719A)

71. HMA COMMERCIAL GRADE (CLASS A)(PATCHING) (90 TONS)

29. AGGREGATE BASE (AB-3)(4") (275 SQYD)

48 GEOSYNTHETIC REINFORCEMENT (FOR BASE) (275 SQYD)

SEE TYPICAL SECTION

-ASPHALT PAVEMENT FULL DEPTH REPAIR (~5%)

70. HMA COMMERCIAL GRADE (CLASS A) (650 TONS)

72. MILLING (ASPHALT) (2") (5,400 SQYD)

-2" ASPHALT MILL AND OVERLAY

e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

S

E R

L

A

T E

E s t i m a a w i n g s

G r a

O .d g n

F i l e

:3

M a y

S a v e d

T

T

8.00" BI G

KP&L - HP

" S

S

F

O R

IN

" C

M

BR20

EAST MILL & OVERLAY

GRANT AVE ACP

F2-00136-7J 6 14KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

SCALE

60'030' 30'

20+00

50+00 55+00

25+00

C U S

T

M A

T

E

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Note: Exist. Utilities For Information Only

6,075 SQYD THIS PAGE

2" ASPHALT PAVEMENT

MILL AND OVERLAY

DASHED 4" WHITE LINE

STA 50+00 BEGIN M&O

STA 24+33 END M&O

SOLID 24" STOP BAR

END M&O

STA 22+21 60' LT

END M&O

STA 22+24 63' RT

END M&O

STA 20+56 48' RT

DASHED 4" WHITE LINE

2x 4" WHITE LINE

4" WHITE LINE

4" WHITE LINE

4" WHITE LINE

4" DOUBLE YELLOW LINE

4" YELLOW LINE

4" WHITE LINE

12" WHITE LINE

4" YELLOW LINE 3x 4" WHITE LINE

4" DOUBLE YELLOW LINE

2x 4" YELLOW LINE

S ca le : 1

384. PAVEMENT EDGE WEDGE (ROCK) (100 TONS)

-REPAIR EDGE WEDGE AS NEEDED

170. PAVEMENT MARKING SYMBOL (INT. GRADE)(WHITE)(THRU ARROW) (3 EACH)

162. PAVEMENT MARKING SYMBOL (INT. GRADE)(WHITE)(LEFT ARROW) (3 EACH)

138. PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") (2,000 LNFT)

137. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(24") (175 LNFT)

136. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") (120 LNFT)

133. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") (2,000 LNFT)

-PAVEMENT STRIPING

71. HMA COMMERCIAL GRADE (CLASS A)(PATCHING) (100 TONS)

29. AGGREGATE BASE (AB-3)(4") (305 SQYD)

48. GEOSYNTHETIC REINFORCEMENT (FOR BASE) (305 SQYD)

-ASPHALT PAVEMENT FULL DEPTH REPAIR (~5%)

70. HMA COMMERCIAL GRADE (CLASS A) (725 TONS)

72. MILLING (ASPHALT) (2") (6,075 SQYD)

e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

D

E R

L A

Y

E s t i m a a w i n g s

O g d

O .d g n

F i l e

:2

M a y

S a v e d

30" CMP ST

3.

00"

PVC

W

HUEBNER RD

STATE

KANSAS

YEARPROJECT N0.

SCALE

30' 60'30' 0

SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

2019 147F2-00133-7J

MILL & OVERLAY

OGDEN ACP

70+00 75+00

M A

T

E

S c a le

BACKFILL AND FULL DEPTH PATCH WITH ASPHALT

REMOVE EXISTING ACTIVE BARRIERS

2" MILL AND OVERLAY ASPHALT PAVEMENT

CHIP SEAL ASPHALT PAVEMENT

SOLID 12" WHITE MARKING

2x SOLID 4" WHITE MARKING

2x SOLID 4" YELLOW MARKING

SOLID 12" YELLOW MARKING

BEGIN MILL AND OVERLAY

STA 70+00

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Note: Exist. Utilities For Information Only

70. HMA COMMERICAL GRADE (CLASS A) (5 TONS)

29. AGGREGATE BASE (AB-3) (4") (16 SQYD)

389. FLOWABLE FILL (LOW STRENGTH) (20 CUYD)

4. REMOVAL OF EXISTING STRUCTURES (2 EA)

-ACTIVE BARRIER REMOVAL

141. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") (200 LNFT)

138. PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") (6,500 LNFT)

136. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") (200 LNFT)

133. PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") (8,800 LNFT)

-PAVEMENT STRIPING

67. MANIPULATION (S.A.S.T) (CHIP SEAL) (7,500 SQYD)

-SHOULDER SEAL COAT

71. HMA COMMERCIAL GRADE (CLASS A)(PATCHING) (510 TONS)

29. AGGREGATE BASE (AB-3)(4") (1,550 SQYD)

48 GEOSYNTHETIC REINFORCEMENT (FOR BASE) (1,550 SQYD)

SEE TYPICAL SECTION

-ASPHALT PAVEMENT FULL DEPTH REPAIR (~10%)

70. HMA COMMERCIAL GRADE (CLASS A) (1,850 TONS)

72. MILLING (ASPHALT) (2") (15,500 SQYD)

e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

D

E R

L A

Y

E s t i m a a w i n g s

O g d

O .d g n

F i l e

:2

M a y

S a v e d

T T

EG

4" PVC SS

30" CM ST

21" CM ST

" x

" R

C B

S T

3.00"

PVC W

STATE

KANSAS

YEARPROJECT N0.

SCALE

30' 60'30' 0

SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

2019 148F2-00133-7J

MILL & OVERLAY

OGDEN ACP

80+00

85+00

M A

T

E

M A

T

E

S c a le 1"

MILL AND OVERLAY 2" ASPHALT PAVEMENT

2x SOLID 4" YELLOW MARKING

SOLID 12" WHITE MARKING

SOLID 12" YELLOW MARKING

SOLID 4" WHITE MARKING

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Note: Exist. Utilities For Information Only

CHIP SEAL ASPHALT SHOULDERS

e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

D

E R

L A

Y

E s t i m a a w i n g s

O g d

O .d g n

F i l e

:2

M a y

S a v e d

KANSAS POWER AND LIGHT 34.5 KV

STATE

KANSAS

YEARPROJECT N0.

SCALE

30' 60'30' 0

SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

2019 149F2-00133-7J

MILL & OVERLAY

OGDEN ACP

90+00

M A

T

EM

A

T

E

S c a le 1"

MILL AND OVERLAY 2" ASPHALT PAVEMENT

2x SOLID 4" WHITE MARKING

DASHED 4" WHITE MARKING

2x SOLID 4" YELLOW MARKING

CHIP SEAL ASPHALT SHOULDERS

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

D

E R

L A

Y

E s t i m a a w i n g s

O g d

O .d g n

F i l e

:2

M a y

S a v e d

M A

L L

O N

HUEBNER RD

STATE

KANSAS

YEARPROJECT N0.

SCALE

30' 60'30' 0

SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

2019 1410F2-00133-7J

MILL & OVERLAY

OGDEN ACP

95+00

100+00

M A

T

E

S c a le 1"

END MILL AND OVERLAY

STA 102+86

MILL AND OVERLAY 2" ASPHALT PAVEMENT

CHIP SEAL ASPHALT SHOULDERS

2x SOLID 4" WHITE MARKING

2x SOLID 4" YELLOW MARKING

DASHED 4" WHITE MARKING

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator e e t

M o d e l : Z

E n g i n e e r i n g

O J

E

N A

G E

M E

N T

R o a d s

C X

X X d e n

E s t e s

G r a

O

E s t i m a a w i n g s

F

S

E R

L

A

T E

E s t i m a a w i n g s

G r a

O .d g n

F i l e

:3

M a y

S a v e d

Full Depth Repair Typical

6" Compacted Subgrade (Type B, MR-90)

6" HMA Commerical Grade (Class A)(Patching)

STA 39+58 -- STA 42+88

ESTES ROAD TYPICAL SECTION

STA 59+67 -- STA 65+40

HUEBNER AVE TYPICAL SECTION

2" HMA Commerical Grade (Class A)(Overlay) Geosynthetic Reinforcement (For Base)

4" AB-3 Aggregate Base

STA 30+07 -- STA 33+85

STA 10+00 -- STA 29+39

ESTES ROAD TYPICAL SECTION

TYPICAL SECTIONS

F2-00136-7J 11 14KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

STA 14+50 -- STA 21+90

HUEBNER AVE TYPICAL SECTION

GRANT ACP TYPICAL SECTION

4% 2%

E S

T

U

E B

N E

R

2%

AB-3 Edge Wedge AB-3 Edge Wedge

4% 2%

E S

T

AB-3 Shoulder Existing

AB-3 Edge Wedge AB-3 Edge Wedge

4:1 or Flatter 4:1 or F latte r

4:1 or Flatt er 4:1 or Flatter

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

2" MILL & OVERLAY

9'--0" 12'--6"

2" MILL & OVERLAY

2" MILL & OVERLAY

E B

N E

R

2%

2" MILL & OVERLAY

12'--0"

AB-3 Edge Wedge AB-3 Edge Wedge

4:1 or Flatt er 4:1 or Flatter

4:1 or Flatter

4:1 or Flatter

AB-3 Edge Wedge AB-3 Edge Wedge

4%

AB-3 Shoulder Existing

Varies 12'--0"

E B

N E

R

2" MILL & OVERLAY

4:1 or Flatter4:1 or Flatt er

Varies 12'--0"

SLOPE

SLOPE

SEAL COAT

5 9-12-07 Reorg. sheet, add. slope drain stone

SLOPE DRAIN (CONCRETE/STONE)

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

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

2-1-16

N o te t o D e s ig n e r:

W h e n c o n c re te f lu m e i n le ts a re u s e d o n p ro je c ts w it h a s p h a lt p a v m e n t u s e a b ri d g e a p p ro a c h

K D

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

KDOT Graphics Certified 03-28-2018

F2-00136-7J 2019 1412

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

Z E n g in e e ri n g \0

P

R O J E

C T M

A N

A G

E M

E N

T \R o a d s \1

C

X X

X X

X O g d e n E s te s

G ra n t

A C

P M

O \E s ti m a te D ra w in g s \S ta n d a rd s \r d .d g n

F il e

D ra w n B y jo s h u a .w .m o o n e y

P lo tt e d -M a y -1

:3

:1

FHWA APPROVAL

DESIGN CK. DETAIL CK. QUAN.CK.

RD628

TRACED

TRACE CK.

QUANTITIES

APP'D. Scott. W. King

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

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

CURB, GUTTER

AND

COMBINED CURB & GUTTER

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

TRACE CK.

8-13-1218 Revised General Note

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

20 T.T.R. S.W.K.Det., Conc. Gutter Thru Curb Ramp2-23-17

SCOTT W. KING3-7-17

17 7-2-09 Rev. nose details, jt. sealant & retro.

K D

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

KDOT Graphics Certified 09-27-2018

14132019F2-00136-7J

RD635

TRACED

APP'D.

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

Z E n g in e e ri n g \0

P

R O J E

C T M

A N

A G

E M

E N

T \R o a d s \1

C

X X

X X

X O g d e n E s te s

G ra n t

A C

P M

O \E s ti m a te D ra w in g s \S ta n d a rd s \r d .d g n

F il e

D ra w n B y jo s h u a .w .m o o n e y

P lo tt e d -M a y -1

:3

:3

FHWA APPROVAL

DESIGN CK. DETAIL CK. QUAN.CK.

RD

TRACED

TRACE CK.

QUANTITIES

APP'D.

Z E n g in e e ri n g \0

P

R O J E

C T M

A N

A G

E M

E N

T \R o a d s \1

C

X X

X X

X O g d e n E s te s

G ra n t

A C

P M

O \E s ti m a te D ra w in g s \S ta n d a rd s \r d a .d g n

F il e

D ra w n B y jo s h u a .w .m o o n e y

P lo tt e d -M a y -1

:3

:5

1-10-07 Changed bituminous to asphalt S.W.K. J.O.B.

STATE

KANSAS

YEARPROJECT N0. SHEET NO.

DATE REVISIONS BY APP'DNO.

RD719A

S.W.K.

J.O.B.

DESIGN CK. DETAIL CK.

QUANTITIES

QUAN.CK.

TRACED Bowser

TRACE CK. King

APP'D. James O. Brewer

SHEETS

TOTAL

JOINT and CRACK PATCHING

CONCRETE PAVEMENT (PCCP)

-FHWA APPROVAL 9-27-1 1

5-05-11 Rev. details and General Notes

K D

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

KDOT Graphics Certified 03-29-2018

14142019F2-00136-7J