W911RX-17-B-0004_Vinton_School_Campbell_Hill_Plans_Set.pdf

PDF 4 MB Posted Mar 20, 2017

Attached to: Vinton School and Campbell Hill Roads Resurfacing
Solicitation number: W911RX-17-B-0004
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Riley

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W911RX-17-B-0004 Vinton School and Campbell Hill Roads Plans Set (3/17/17)

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File	Type	Posted
FBO_OF1419_Vinton_School_Road.pdf	PDF	Apr 28, 2017
Vinton_QA_2017-04-18.pdf	PDF	Apr 18, 2017
W911RX-17-B-0004_Amendment_0003.pdf	PDF	Apr 7, 2017
Vinton_Plan_Set_2017-04-03-signed_final_version.pdf	PDF	Apr 7, 2017
Vinton_QA_2017-03-30_.pdf	PDF	Apr 5, 2017
Vinton_QA_2017-03-30_.pdf	PDF	Apr 5, 2017
Vinton_School_Contractor_sign_in2017-03-29-095020.pdf	PDF	Apr 4, 2017
Attachment_1_Site_Visit_Location_Map.pdf	PDF	Mar 22, 2017
W911RX-17-B-0004_Amendment_0002.pdf	PDF	Mar 22, 2017
W911RX-17-B-0004_Wage_Determinaton_KS20_6JAN17.pdf	PDF	Mar 20, 2017
W911RX-17-B-0004_Vinton_School_Campbell_Hill_Invitation_For_Bid.pdf	PDF	Mar 20, 2017

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50 1

.1 ð

STATE YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

Partial

60%

13% sht. 1

AADT(2017)

AADT(2037)

FORT RILEY DIRECTORATE OF PUBLIC WORKS

ROADSIDE IMPROVEMENTS PROJECT

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. MILES

MILES

Clear Zone

C of A

DHV

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

STA 0+00 Vinton School Rd

BEGIN PROJECT

STA 329+00 Vinton School Rd

END PROJECT

STA 0+00 Campbell Hill Rd

BEGIN PROJECT

STA 120+00 Campbell Hill Rd

END PROJECT

SEEDING

PAVEMENT

GRADING

CULVERTS

03-17-2017 scott.r.sutherland Typewritten Text Quantities on plans are estimated and for information only. Contractor shall verfiy quantities for bidding purposes.

ì ñ6:1

Ground line

1: 1 Typ.

Slope 4.2% 2'-0" Sho.

ì ñ6:1

Slope 4.2% 2'-0" Sho.

Slope 2.00%

12' 12'

STATE

KANSAS

YEARPROJECT N0. SHEET NO.

SHEETS

TOTAL

Fort Riley Directorate of Public Works

Ground line

12'-0" 12'-0"

Slope 2.0%

Ex ist ing

Reconstruct Crown Grade

W/ Overlay Operations

E xisting

CAMPBELL HILL RD

VINTON SCHOOL RD

TYPICAL SECTION

CAMPBELL HILL RD.

VINTON SCHOOL &

12'-0"

Slope 2.00%

Saw Cut

FULL DEPTH PATCH

Geogrid

Width Varies

Note:

Type-B MR-90

6" Aggregate Base (Special)(RAP)(|nsall Only) w/ Geogrid

2" HMA Commerical Grade (Class A)

TYPE B (MR-90)

Millings (4")

TYPE B (MR-90)

Millings (4")

5" HMA Comm. Grade (Class A)

7" HMA Comm. Grade (Class A)(Patching) w/ Geogrid ì

Geogrid

Early High Str. Pavement (12" Uniform)(AE)(NRDJ)

TANK CROSSING

Slope 2.00%

15'-0"

Type-AA MR-3-3

Drainable Base (Unbound)(4")

Nonwoven Geotextile

Slope 2.00%

15'-0"

Note: Place Dowel Baskets in Direction of Tank Travel

2" HMA Comm. Grade (Class A)

Contractor Allowed to Place 5" Compacted Thickness Along Crown Grade

Overlay Cross Sectional 7.0 SQFT

Sht. RD051 for Grade Control Point Detail.

Milling Shall be Subsidary to Other Bid |tems. See KDOT Std.

Concrete Pavement not Scheduled for Replacement on this Project.

Milling Required to Match Grade Control Points at Existing

Overlay Along Crown. Maintain Super Elevation where Applicable.

Cross Slope with 2" Average Overlay at Shoulders and 5" Average to provide 4% Cross Slope or Super elevation. Reconstruct 2%

Bidding Purposes. Regrade High and Low Shoulders 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.

24'

Tank Path

O ld

H ig h w a y

0+00 5+000+00 5+00 { Vinton School Rd.

{ Vinton School Rd.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

E S

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Start Mill&Overlay Operations

{ Vinton Sta. -10.00 N=293006.04 E=1644232.52

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (160 SQYD)

Early High Strength Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD)

Drainable Base (Unbound)(4") (80 SQYD)

Rock Excavation (33 CUYD)

Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet

Install 24'X30' Concrete Tank Crossing, Perform Flexural Tests KT-23

Remove Existing 20'X44' Concrete Tank Crossing

{ Vinton Sta. 2+83.00

Emulsified Asphalt (87750 SQYD) PVMT Marking (Yellow)(4") (66366 LNFT) PVMT Marking (White)(4") (66146 LNFT) HMA Commerical Grade (Class A) (16700 TONS) Aggregate Shoulder (Milling)(Install Only)(4") (19984 SQYD) Common Excavation (2500 CUYD) Estimated Materials Include the Following:

See Typical Section Sheet

Const. Overlay w/2' Millings Shoulder { Vinton Sta. 0+00 to 329+00

0+00 5+00

6in6in

6in 6in

6in

24in

12in

25+00 30+00 35+0025+00 30+00 35+00 { Vinton School Rd. { Vinton School Rd.

N=293062.91 E=1647138.74

N=292998.91 E=1647138.74

N=293030.91 E=1647138.74

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Clear & Grub - Trees Up to 6" Diameter (150 SQFT)

Clear & Grub - Tree Removal, Trees Larger than 6" Diameter (8 EA) Estimated Materials Include the Following:

Brush & Tree Removal

Flowable Fill (Low Strength) (62 CUYD)

Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (10 SQYD)

End Section (36")(RCP) (2 EA)

Cross Road Pipe (36")(RCP) (64 LNFT)

Geosynthetic Reinforcement (For Base) (16 SQYD)

HMA Commerical Grade (Class A)(Patching)(7") (8 SQYD)

HMA Commerical Grade (Class A)(2") (8 SQYD)

Emulsified Asphalt (16 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (8 SQYD)

Rock Excavation (2 CUYD)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

See RCP Typical Section Sht.

Install 36"X64' RCP w/End Sections LT.&RT.

Remove Existing 24"X55' CMP

{ Vinton Sta. 31+89.00

25+00 30+00 35+00

50'

Tank Path

3:1 3:1

Std. Ditch

11'

40+00 45+0040+00 45+00

N=293034.43 E=1647740.81

{ Vinton School Rd.

N=292999.94 E=1647741.88

N=293059.92 E=1647740.18

N=293073.09 E=1648236.19

N=293037.35 E=1648236.85

N=293008.10 E=1648237.41

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Clear & Grub - Trees up to 6" Diameter (1300 SQFT)

Seed (632 SQFT)

Erosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Side Slope

Brush & Tree Removal

Slope Protection (Riprap Stone) (3 CUYD) Geotextile Fabric (5 SQYD)

End Section (17"X13")(1.1SQ.FT.)(CSMAP) (2 EA) Cross Road Pipe (17"X13")(1.1 SQ.FT.)(CSMAP) (15 LNFT) Common Excavation (20 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

w/End Sections LT.&RT.

Install 10' Ext. LT. and 5' Ext. RT. to Existing 17"X13" CMAP { Vinton Sta. 42+87.00

Clear & Grub - Trees up to 6" Diameter (50 SQFT) Slope Protection (Riprap Stone) (5 CUYD) Geotextile Fabric (7 SQYD)

End Section (7.0 SQ.FT.)(CSMAP) (2 EA) Cross Road Pipe (7.0 SQ.FT.)(CSMAP) (5 LNFT) Common Excavation (10 CUYD)

Estimated Materials Include the Following:

Brush & Tree Removal

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

Install 5' Ext. RT. to Existing 33"X38" w/End Sections LT.&RT.

{ Vinton Sta. 37+90.00

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (160 SQYD)

Early High Strength Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD)

Drainable Base (Unbound)(4") (80 SQYD)

Rock Excavation (14 CUYD)

Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet

Perform Flexural Tests KT-23

Install 24'X30' Concrete Tank Crossing

Remove Existing 28'X13' Concrete Tank Crossing

{ Vinton Sta. 126+17

40+00 45+00

70+00 75+0070+00 75+00

N=293060.07

E=1651376.04

N=293024.4385 E=1651354.3375

{ Vinton School Rd. { Vinton School Rd.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Slope Protection (Riprap Stone) (10 CUYD) Geotextile Fabric (15 SQYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap RT.

Seed (670 SQFT)

Erosion Control (Class 2)(Type G) (118 SQYD) Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

Fill and Re-grade 10' Ditch w/3:1 Side Slopes

End Section 48" CS (1 EA)

Cross Road Pipe 48" CS (5 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Install 5' Ext. RT. to Existing 48" CMP w/End Section RT.

{ Vinton Sta. 74+25.00

70+00 75+00

12in 12in

6in

Std. Ditch

80+00 85+00 90+0080+00 85+00 90+00

3:1 3:1

11'

N=293061.07 E=1652494.69

{ Vinton School Rd.

N=293090.39 E=1652500.84

N=293031.00 E=1652524.68

N=293060.70 E=1652512.77

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Seed (632 SQFT)

Erosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Side Slopes

Flowable Fill (Low Strength) (15 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Plug Existing 36"X55' CMP w/Flowable Fill { Vinton Sta. 85+45

Seed (632 SQFT) rosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Side Slopes

Clear & Grub - Trees up to 6" Diameter (1500 SQFT) Clear & Grub - Tree removal, Trees Larger than 6" Diameter (3 EA) Flowable Fill (Low Strength) (68 CUYD)

Slope Protection (Riprap Stone) (8 CUYD)

Geotextile Fabric (12 SQYD)

End Section 36" RC (2 EA)

Cross Road Pipe 36" RCP (64 LNFT)

Geosynthetic Reinforcement (For Base) (18 SQYD) HMA Commerical Grade (Class A)(7")(Patching) (9 SQYD) HMA Commerical Grade (Class A)(2") (9 SQYD) Emulsified Asphalt (18 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (9 SQYD) Rock Excavation (3 CUYD)

Common Excavation (75 CUYD)

Estimated Materials Include the Following:

Brush & Tree Removal

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

See RCP Typical Section Sheet

Install 36"X64' RCP w/End Sections 29.5' LT.&RT.

{ Vinton Sta. 85+63.00

80+00 85+00 90+00

90+00

100+00 90+00

100+00 { Vinton School Rd.

{ Vinton School Rd.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Include Area in Mill&Overlay

PVMT Marking (Yellow)(4")PVMT Marking (Yellow)(4") PVMT Marking (Yellow)(4")PVMT Marking (Yellow)(4")

PVMT Marking (White)(4")

90+00

100+00

10'

105+00 110+00105+00 110+00

{ Vinton School Rd. { Vinton School Rd.

N=293072.05 E=1654416.00

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Clear & Grub - Trees up to 6" Diameter (160 SQFT) Slope Protection (Riprap Stone) (4 CUYD)

Geotextile Fabric (6 SQYD)

Cross Road Pipe 30" CSP (20 LNFT)

Common Excavation (20 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap RT.

Install 10' Ext. RT. to 2 Existing 30" CMP { Vinton Sta. 105+60

105+00 110+00

20'

Tank PathTank

Path

M.H.

130+00 135+00130+00 135+00 { Vinton School Rd.

N=293136.44 E=1656872.73

N=293101.78 E=1656883.64

N=293069.64 E=1656893.75

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Clear & Grub - Trees up to 6" Diameter (520 SQFT) Slope Protection (Riprap Stone) (6 CUYD)

Geotextile Fabric (8 SQYD)

End Section 24" CS (2 EA)

Cross Road Pipe 24" CSP (25 LNFT)

Estimated Materials Include the Following Items Install Geotextile w/Riprap LT.&RT.

Fill and Re-grade

Install 20' Ext. RT. from Manhole w/End Sections LT.&RT.

Install 5' Ext. RT. from Existing 24" CMP to Manhole { Vinton Sta. 129+72.00

Seed (127 SQFT)

Erosion Control (Class 2)(Type G) (23 SQYD) Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

Fill and Re-Grade 10' Ditch w/3:1 Slopes

Manhole (4')(Type ll) (1 EA)

Common Excavation (81 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

KDOT Std. Sht. RD629

Install Manhole and Backfill

130+00 135+00

170+00

175+00

170+00

175+00

N=293371.82 E=1660727.76

N=293145.27 E=1661325.93

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

EWS

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Cont. w/2' Millings Shoulder

End of Mill & Asphalt Overlay

Start of Existing Concrete Surface

{ Vinton Sta. 168+80.00

Cont. w/2' Millings Shoulder

Beginning of Mill & Asphalt Overlay

End of Existing Concrete Surface

{ Vinton Sta. 182+39.00

170+00

175+00

6in 6in6in

210+00

Move Boulder Limestones (5'X3')

N=294080.31 E=1663758.55

N=294085.12 E=1663816.41

V in to n

S c h o o l

R d

N=294107.44 E=1664076.94

N=294078.94 E=1664067.58

N=294050.42 E=1664058.26

N=294141.70 E=1663812.67

N=294032.05 E=1663819.97

T a n k

C r o s s in g

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (160 SQYD) Early High Strength Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD) Drainable Base (Unbound)(4") (80 SQYD)

Rock Excavation (33 CUYD)

Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet

Install 24'X30' Concrete Tank Crossing, Perform Flexural Tests KT-23 Remove Existing 20'X44' Concrete Tank Crossing { Vinton Sta. 206+83

Rock Excavation (3 CUFT)

Estimated Materials Include the Following:

Remove Existing 5'X25'X6" Concrete

{ Vinton Sta. 210+00.00

Clear & Grub - Trees up to 6" Diameter (300 SQFT)

Clear & Grub - Tree removal, Trees Larger than 6" Diameter (3 EA) Slope Protection (Riprap Stone) (6 CUYD)

Geotextile Fabric (8 SQYD)

End Section 30" RC (2 EA)

Cross Road Pipe 30" RCP (56 LNFT)

Common Excavation (1200 CUFT)

Estimated Materials Include the Following:

Fill and Re-grade

Brush & Tree Removal

Install Geotextile w/Riprap LT.&RT.

LT.&RT.

Install 24' Ext. LT. and 32' Ext. RT. to Existing 30" RCP w/End Sections { Vinton Sta. 207+38.50

Granular Backfill (Wingwalls) (98 CUYD)

Slope Protection (Riprap Stone) (12 CUYD)

Geotextile Fabric (20 SQYD)

Clear & Grub - Trees up to 6" Diameter (550 SQFT)

Clear & Grub - Tree removal, Trees Larger than 6" Diameter (2 EA) Flowable Fill (Low Strength) (66 CUYD)

Geosynthetic Reinforcement (For Base) (40 SQYD)

Reinforcing Steel (Gr. 60) (8630 LBS)

Concrete (Grade 4.0) (80 CUYD)

HMA Commerical Grade (Class A)(Patching)(7") (20 SQYD)

HMA Commerical Grade (Class A)(2") (20 SQYD)

Emulsified Asphalt (40 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (20 SQYD)

Rock Excavation (5 CUFT)

Foundation Stabilization (28 CUYD)

Class lll Excavation (241 CUYD)

Common Excavation (300 CUYD)

Estimated Materials Include the Following:

Fill and Re-Grade

Brush & Tree Removal

See RCB & RCP Typical Section Sheet w/Riprap and Geotextile LT.&RT. Embed RCB 1' below Channel FL

Install 7'X7'X60' RCB w/Wing Walls and Aprons LT.&RT.

Remove 3 - 36" X 55' RCP in Parallel

{ Vinton Sta. 209+90.00 28.7'LT.&RT.

210+00

.1 .2

Strike

Line

R e in f o r c in g in

T o p o f

S la b a n d

B o tt m f

F lo o r

R e in f o r c in g in

B o tt o m o f

R e in f o r c in g in

T o p o f

S la b a tt m f

F lo o r

R e in f o r c in g in

B o tt o m o f

S1 & F1 bars

F4 or S4 bars (See

(Skewed Box)

Roadway

Lc Roadway

Typ. Section

3''

Reinforcing

Skewed

Reinforcing

Strike Line

(Lt. Skew Shown)

Typ. Section

Reinforcing

Strike Line

F4 or S5 bars (See

S la b a n d

T o p o f

F lo o r

S la b a n d

T o p o f

F lo o r

PLAN

SkewAngle

1'-6''

Lc n

Typical Section for Spa.)

(Normal Box)

(at outside face)

3''

Reinforcing

Typ. Section

W1 (Inside Face)

@ Typ. Section Spa.

W1 extra

S1 & F1 bars

-K2 bars

Place K2 bars only when

S3 bars are used in Typical Section.

S3 bars S3 bars ó ó

Skewed Box

Normal Box

Length Left =

Length Right =

Length Left =

Length Right =

-K1 bars

Project

9''

Side Slo pe

SECTION AND ELEVATION

(Normal to L Roadway)c

1'-6''

3''W1 bars (Inside Face)

G1 bars

G2 bars

(Skewed Boxes Only)

W1 bars

Const. Jt.

G1 bars (Top Hubgd.)

G2 bars (Btm. Hubgd.)

(Upstream End

Only)

(Skewed Boxes Only)

S4 (Bend as needed)

2''cl.

2''cl.2" cl.

2" cl.

W3 bars

Const. Jt.

(Optional)

4" Bevel

6''

Floor Elev. Lt.

Floor Elev. Rt.

Roadway Lt. = Roadway Rt. =

Roadway

(See Typ. Sect.)

TYPICAL SECTION

(W b a r s

F4 bars F3 bars

Const.

Joint3

(T y p

W3 bars

F4 bars

F1 bars

W1 bars

S1 bars

S5 bars

S4 bars

S3 bars

7'-0"

Optional

Const. Jt.

"c l.

1•"cl.

"c l.

c l.

àà ó àà c l.

(F4)(Each Face)

(S5)(Top Face)

See Bending Diagram

All Dimensions are out to out of bars.

BENDING DIAGRAM

(Cut each length) ñ ñ

Varies from

Increments

É See RCB Auxiliary Details for Optional Splice.

Note:

S3 bars omitted unless grade box or slab thickness is greater than or equal to 12".

Note:

F3 bars omitted unless floor thickness is greater than or equal to 12.".

±± Omit S5 bars when S3 bars are omitted and omit the bottom layer of F4 bars when

F3 bars are omitted.

Gr. Elev.

Crown Design Skew

Fill Ht.

Elev. Lt. Elev. Rt.

For design purposes ONLY. Do NOT use for Construction

Floor Floor

Sta.

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'D

CADD

CADD CK.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

APP'D

QUANTITIES

QUAN. CK.

NO.

P lo t t e y j u d it h

P t

L c a t io n

M F

J x .d g n

F il e

D a t e

E B

STATE

KANSAS

PROJECT NO. YEAR

TOTAL

SHEETS

SHEET NO.

Terry L. FleckFHWA APPROVAL 10-20-10

GENERAL NOTES

FILL HEIGHT: Unless otherwise noted, the Design Fill Height is measured from the riding surface at the culvert and includes the surfacing.

Where Grade 4.0(AE) is specified, place this concrete in the top slab above the Construction Joint.

Grade 60. All dimensions relative to reinforcing steel are to the centerline of the bar unless otherwise noted.

EXCAVATION: Excavation for culverts less than bridge length shall not be paid for directly but shall be subsidiary to

Grade 4.0 Concrete. Excavation for RCB bridges shall be paid for as Class III Excavation.

SEAL COURSE: The Engineer may require a seal course. The seal course shall be unreinforced Concrete(Commercial Grade)

Engineer. Concrete for the seal course shall be paid for

QUANTITIES: The quantities shown in the Culvert Summary include apron and/or soil saver quantities when they are required by the plans. Payment for additional quantities that result from including a seal course and/or a floating apron, as a change in the original plans, shall be made at the unit price bid for the various items involved.

STRIKE LINE: Construct the wingwalls and that portion of the at the unit price set for Concrete for Seal Course.

CONCRETE: Use concrete conforming to Grade 4.0 Concrete.

with a minimum depth of 3 inches or as determined by the

FOUNDATION STABILIZATION: The Foundation Stabilization quantity has been calculated to the limits shown on the "RCB Auxiliary

Details" sheet. The depth may be increased by the Engineer.

The Contractor may underrun Foundation Stabilization under the barrel if founded on firm material and with the

Engineer's approval. Use Foundation Stabilization on all wingwalls unless founded on rock or granular material.

REINFORCING: Use reinforcing steel conforming to ASTM A615, Bevel all exposed edges with a ƒ" triangular molding.

DESIGN LOADING: HL93

DESIGN SPECIFICATION: AASHTO LRFD Spec., 2007 Ed., 2009 Int.

RCB outside the Strike Line level. Construct the wingwall

UNIT STRESSES: Grade 4.0 Concrete f'c = 4,000 p.s.i.

Reinforcing Steel fy = 60,000 p.s.i.

footings with the culvert floor. See the wingwall detail sheets.

BRIDGE BACKWALL PROTECTION SYSTEM: For structures with Left Wings Right Wings Scour

Apron

Soil

Saver

CULVERT SUMMARY

Concrete

Barrel

(Cu.Yds.)

Wings

(Cu.Yds.)

Total

(Cu.Yds.)

Barrel

(Lbs.)

Wings

(Lbs.)

Total

(Lbs.)

Reinf. Steel (Gr. 60) includes any welded wire fabric LRFR RATING FACTORS

HL-93 Loading

Inventory Operating

Minimum Splice Lengths

1'-5''

1'-9''

GRANULAR BACKFILL (WINGWALLS):

See the "Auxiliary Details" sheet.

"Auxiliary Details" sheet.

this bid item in the Summary of Quantities. See the

SUMMARY OF QUANTITIES

C.Y.

Concrete (Grade 4.0)(AE) C.Y.

Class ||| Excavation C.Y.

Reinforcing Steel (Gr. 60) Lbs.

Lbs.

Foundation Stabilization C.Y.

Concrete for Seal Course (Set)

C.Y.

1 C.Y.

Concrete (Grade 4.0)

Reinforcing Steel (Gr. 60)(Epoxy Coated)

Granular Backfill (Wingwalls)

S.Y.Bridge Backwall Protection System

BAR SCHEDULE

SizeSpa. SizeSpa. SizeSpa.

Size

SizeSizeSpa.

SizeSpa. SizeSpa. SizeSpa.

SizeSpa. Size

Size Size

Size SizeSpa.

No. Length No. Length No. Length No. Length No. Length No. Length No. Length No. Length No. Length

F1 F3 F4 S1 S3 S4 S5

K1 K2 W1 W3 G1 G2

S Y

S T

R T

D A

T A

B A

S E

C E

R A

R Y

O G

R A

K B

D E

V E

R S

C A

N/AN/AN/AN/A20N/AN/AN/AN/A1689"N/AN/AN/A246•"

N/A14N/AN/AN/AN/AN/AN/AN/A1066•"12N/AN/AN/AN/AN/AN/AN/A1066•"6 7'-10" 7'-10" 4 31'-7" 6 7'-10" 7'-10" 5 31'-9" 4 31'-7"

6 5 8'-1" 4 31'-7" 5 4 9'-1" 6 4 9'-1"

0.0

79.2

NoYes 2

209+90.00

Riley Co.

SINGLE 7 ft x 7 ft RCB

1.7.7 P

(30ÊSKEW RT.)

M.0053220 F2 00038 6J

1123.08 1122.76 1350.00 30 Flared Flared 46.50 32.65 79.15 5320 3313 8632 1.35 1.75

7'-4" to 2'-6•" by

11•"

6"6"

7"7"

7-S4 @ Eq. Spa.

=6'-0" (Btm. Face)

S p a

4 Spa.@1'-6" = 6'-0"

5 Eq. Spa. (1'-5"á)

30'-0"30'-0"

60'-0"

31'-0"

4'-8Œ" c l.

6''

#4 D1 @

#4 E1

SECTION A-A

Opt. Const. Joint3

7•"

2''cl.

(Alternating)

Splice to

V1 bar.

#4 H3 (Parallel

6'-0"

3'-4•" 2'-0"

See "RCB Aux. Details" sheet for

1•'' cl.

à additional requirements.

#5 V1 & #5 V2 to top face) (EF)

#4 H2 (EF)

1'-0" ctrs.

#4 V5 to #4 V5

#4 V4 splice

Eq. Spa.

2'' cl.

#5 V3 c l.

(Typ.)

#4 H1 (EF)

(Typ.)

#4 C1

87 lbs. per 100 sq. ft.

Mesh reinforcing

3" cl.

6''Toe Wall

Bend Mesh into

Apron 87 lbs.

per 100 sq.ft.

Mesh reinforcing in

SECTION B-B

Min.

c l.

Opt. Const. Joint à

1'-4'' Min.

Splice

#4 C1D D

#4 D2 @

(Plan of Footing)

RCB

FLOOR

SECTION C-C

ì RCB q .S p a

V bars

(Typ.)

Min. Embedment of C1 bars into box floor.

1'-0" q .S p a

3"#4 D1 @ 1'-0" ctrs.

(13 Req'd. Short Wing)

(23 Req'd. Long Wing)

(1'-3"á)

"á

Eq. Spa.

3-#4 E13-#4 E2

1-#4 C2

Wingwall for transition

Slope 4:1 as needed

VIEW D-D

End of RCB

F lo o r

T h ic k n e s s

Const. Jt. Const. Jt.

V a r ie s

(S e e

C B d e ta il s

•" Open Joint

#4 D2

#4 C2

SECTION E-E

End of RCB

Opt. Const. Joint

#4 E2

2"cl.

1'-6" à

D1,D2

1'- 4'

1'-

12 12

BENDING DIAGRAM

(All dimensions are out to out of bars.)

by equal increments (See Table)

2'-3"

3'-0"

5'-8"

H S

H5S, H6S H5L, H6L

H6 L

H5 L

Bar Incrmts.

V3S

V3L 2‰"

V4S

V4L 2•"

4…"

H7L, H7S

1'-3"H7L

H7S

H7L 9"

V3S, V3L, V4S, V4L

1'-0"

3" ô Pin

Var. 4'-11" to 7'-10"3‡"

H5S

H6S àà à à àà ààH5L

H6L àà Bend in Field

1'-4" 1'-4''

NOTE: Bars with an 'L' or 'S' designation identifies bars in the long wing-wall ('L') or short wingwall ('S');

ie. #4 H2L, #4 H2S, etc.

Length

NOTE: Reinforcing Bar List is for both wings at one end of box only. See Bending Diagram

° S ke w

Mark

Number

#4 C1S #4 C1L #4 D1 #4 E1S #4 E1L #4 C2 #4 D2 #4 E2 #5 V1 #5 V2 #5 V3S#5 V3L#4 H1S #4 H1L#4 H2S#4 H2L#4 H3S#4 H3L#4 H5S#4 H5L#4 H6S#4 H6L

6622228810 3 1 3 3 36 5 5

15'-3" 27'-3" 8'-4" 12'-0" 22'-3" 5'-8" 4'-7" 6'-0" 11'-4" 19'-10" 7'-7" 13'-3" 11'-7" 19'-11" 2'-2" 2'-0" 2'-0" 2'-1" ñ ñ ññ ñ ñ ñ ñ ñ ñ 27 6 6ññ

#4 V4L#4 V4S

9 14 ñ ñ

#4 V5

2'-1"

#4 V6

8'-0"

#4 H7S

#4 H7L

2'-1" 1'-10"

25 17

C c l.

(Backface Shown)

ELEVATION OF WINGWALL

View D-D)

9" Level

S p a

CJ (See

12'-6" (Short Wing)

21'-0" (Long Wing)

#5 V3 (NS)

#5 V2 (NS)

#5 V1 (NS)

#4 H1 (EF) 9 Eq. Spa. @ 1'-3"á (Short Wing)

16 Eq. Spa. @ 1'-3"á (Long Wing)

8 Eq. Spa. @ 1'-3"á (Short Wing)

15 Eq. Spa. @ 1'-3"á (Long Wing)

#5 V2 (NS)

#4 H3 (EF)

#4 H2 (EF)

8 Eq. Spa. (Short Wing)

13 Eq. Spa. (Long Wing)3•"

#4 V4 & #4 V5 (FS)

#5 V1 & #5 V3 (NS)

11"

#4 H7 @ 1'-4" ctrs.

6-#4 H5 (FS), #4 H6 (NS) &

3-#4 V6

WINGWALL JOINT DETAIL

(Plan View)

Typical both wings

#4 V6

Strip Drain of Wall Only

Wing Length

Joint

•" Open

#4 H6L @#4 H5L @

#4 H7L (spa.

with H5L & H6L)

#4 H7S (spa.

with H5S & H6S)

#4 H6S @

#4 H5S @

1'-4" ctrs.

1'-4" ctrs. 1'-4" ctrs.

•" Offset @ Top àà àà

Scour Apron to be used only where specified.

Weephole Spa.

WING DIMENSIONS FOR 30 SKEWED BOX

Dimension

Reference

Point Wi ng wa ll

Le ng th

Le ve l

6'-3''

18'-2‚''

'-6

'-0

4' -0 ''2 S pa 6' -0

We ep ho le

Sp a.

'-0

NOTE:

Space weepholes to clear reinforcing steel.

See "RCB Aux. Details" sheet for additional weephole details.

FLARED WINGWALLS

GENERAL NOTES

UNIT STRESSES: Grade 4.0 Concrete; f'c = 4,000 p.s.i.

NOTE:

EF = Each Face

NS = Near Side

FS = Far Side

CJ = Const. Joint

NOTE: Const. Jt. may be used at Contractor's option when approved by the Engineer.

D1 bars or mesh may be spliced thus:

Minimum overlap shall be 1'-3". No increase in quantities or cost shall be allowed when

Contractor elects this option.

Filter Fabric is subsidiary to "Granular Backfill".

with approved filter fabric complying with Section 1710.

FILTER FABRIC: Separate in-situ material from granular backfill

Sta.

of Quantities shown on the RCB details.

Quantities listed below are included in the Summary

DATE REVISIONS BY APP'D

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

APP'D

QUAN. CK.

NO.

t t j u d it h

P c a t io n

M F

J x .d g n

F il e

P t e

E B

STATE

KANSAS

PROJECT NO. YEAR

TOTAL

SHEETS

SHEET NO.

WINGWALL QUANTITIES (One End Only)

Wingwalls

Apron

Soil Saver

Reinforcing Steel (Gr. 60)

Welded Wire Fabric (Wings)

Welded Wire Fabric (Apron)

Filter Fabric (subsidiary)

Foundation Stabilization

(C.Y.)

Concrete (Gr. 4.0)

(C.Y.)

Lbs.

C.Y.

S.Y.

DESIGN SPECIFICATION: AASHTO LRFD Spec., 2007 Ed., 2009 Int.

DESIGN LOADING: HL93

Granular Backfill (Wingwalls)

Terry L. FleckFHWA APPROVAL 10-20-10 for the bid item Reinforcing Steel (Gr. 60) as pounds of reinforcing and included in the total quantity

6 x 6- W6 x W6 welded wire fabric and shall be classified shall be electrically welded and shall be composed of line of bar unless otherwise noted. Wire Reinforcing mesh

All dimensions relative to reinforcing steel shall be to center-

Grade 60. Welded Wire Fabric shall conform to ASTM A185.

REINFORCING: All reinforcing shall conform to ASTM A615, neat lines of the box, excluding the hubguard.

QUANTITIES: Wingwall Quantities include all quantities outside the fied on the plans or by the Engineer.

stream wings in locations subject to scour only when speci-

APRON: A 5" concrete slab shall be constructed between the down-on all wingwalls unless founded on rock or granular material.

FOUNDATION STABILIZATION: Use Foundation Stabilization all exposed edges with a ƒ" triangular moulding.

CONCRETE: Grade 4.0 Concrete shall be used throughout. Bevel

Reinforcing Steel; fy = 60,000 p.s.i.

Backfill all wings to limits shown on the "RCB Auxiliary Sheet".

requirements of SB-1, SB-2, SCA-1, SCA-2.

BACKFILL MATERIAL: Use Granular Backfill material meeting the

209+90.00

Riley Co.

7 ft Rise (30ÊSKEW)

10.30.07

M.0053220 F2 00038 6J

14.16

4.34

0.00

5.19

3.23

0.00

49.00

46.00

30'-3…"

4'-7…"

9'-2" 7'-7"

4'-11"

10'

50'

10'

50'

R a n g e

T a n k

C r o s s in g

R a n g e

225+00 230+00225+00 230+00

N=294047.09 E=1665669.61

Std. Ditch

3:1 3:1

11'

N=294088.03 E=1665941.95

N=294001.03 E=1665942.60

{ Vinton School Rd. { Vinton School Rd.

N=294047.26 E=1665490.97

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (160 SQYD) Early Strength Concrete Pavement (12" Uniform)(AE) (NRDJ) (80 SQYD) Drainable Base (Unbound)(4") (80 SQYD) Rock Excavation (33 CUYD)

Estimated Materials Include the Following:

Std. Spec. 501.4i(3), See Detail Sheet Install 24'X40' Concrete Tank Crossing, Perform Flexural Tests K

T-23 for Remove Existing 20'X44' Concrete Tank Crossing { Vinton Sta. 225+95

Rock Excavation (7 CUYD)

Estimated Materials Include the Following:

Remove ConcreteSeed (632 SQFT)

Erosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and 5' Re-grade Ditch w/3:1 Side Slopes

Seed (632 SQFT)

Erosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Side Slopes

Seed (638 SQFT)

Erosion Control(Class 2)(Type G) (56 SQYD)

Estimated Material Items Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Side Slopes

Seed (632 SQFT)

Erosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Side Slopes

Clear & Grub - Trees up to 6" Diameter (1400 SQFT)

Slope Protection (Riprap Stone) (8 CUYD)

Geotextile Fabric (11 SQYD)

Cross Road Pipe 30" RCP (32 LNFT)

Common Excavation (20 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

Install 16' Ext. LT.&RT. to 2 Existing 30" RCP

Remove Existing CMP Ext.

{ Vinton Sta. 224+14

Clear & Grub - Trees up to 6" Diameter (1380 SQFT)

Slope Protection (Riprap Stone)(7 CUYD)

Geotextile Fabric (10 SQYD)

End Section 36" RCP (2 EA)

Cross Road Pipe 36" RCP (32 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT. &RT.

Sections LT.&RT.

Install 16' Ext. LT.&RT. to Existing 36" RCP w/End

Remove Existing 10' CMP Ext.

{ Vinton Sta. 228+64.50

225+00 230+00

Range 18

235+00

{ Vinton School Rd.

N=293993.63 E=1666951.45

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Geosynthetic Reinforcement (For Base) (80 SQYD) HMA Commerical Grade (Class A)(Patching)(7") (40 SQYD) HMA Commerical Grade (Class A)(2") (40 SQYD) Emulsified Asphalt (80 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (40 SQYD) Rock Excavation (14 CUYD)

Estimated Materials Include the Following:

Replace w/Full Depth Patch

Remove Existing 15'X24' Concrete Tank Crossing { Vinton Sta. 239+28.00

235+00

Path

Tank Path

250+00

250+00 in to n

S c h o o l R d

N=293303.84 E=1666994.13

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Geotextile Fabric (80 SQYD) Geosynthetic Reinforcement (For Base) (160 SQYD) Early High Strength Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD) Drainable Base (Unbound)(4") (80 SQYD) Rock Excavation (33 CUYD) Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet Install 24'X30' Concrete Tank Crossing, Perform Flex ural Tests KT-23 Remove Existing 20'X44' Concrete Tank Crossing { Vinton Sta. 245+88

6in

250+00 255+00

3:1 3:1

Std. Ditch

11'

{ Vinton School Rd.

N=293236.05 E=1667620.66

N=293194.06 E=1667620.12

N=293157.06 E=1667619.35

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Seed (632 SQFT)

Erosion Control (Class 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Regrade 5' Ditch w/3:1 Slopes

Clear & Grub - Trees up to 6" Diameter (1350 SQFT)

Clear & Grub - Tree removal, Trees Larger than 6" Diameter (5 EA) Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (10 SQYD)

End Section 36" RCP (2 EA)

Cross Road Pipe 36" RCP (32 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Brush & Tree Removal

Install Geotextile w/Riprap LT.&RT.

Install 16' Ext. LT.&RT. to Existing 36" RCP w/End Sections LT.&RT.

Remove Existing 36"X8' RCP RT.

{ Vinton Sta. 252+62.50

255+00

9in

9in 9in

265+00 270+00265+00 270+00

N=293209.09 E=1668832.87

3:1 3:1

Std. Ditch

11'

N=293167.87 E=1668818.84

N=293244.85 E=1668844.03

{ Vinton School Rd.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Seed (632 SQFT)

Erosion Control (Type 2)(Type G) (56 SQYD)

Estimated Materials Include the Following:

See KDOT Std. Sht. LA856

See Std. Ditch

Fill and Re-grade 5' Ditch w/3:1 Slopes

Clear & Grub - Trees up to 6" Diameter (1570 SQFT)

Clear & Grub - Tree removal, Trees Larger than 6" Diameter (3 EA) Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (11 SQYD)

End Section (35"X24")(4.5 SQFT)(CSMAP) (2 EA)

Cross Road Pipe (35"X24")(4.5 SQFT)(CSMAP) (32 LNFT)

Common Excavation (50 CUYD)

Estimated Material Include the Following:

Brush & Tree Removal

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

Install 16' Ext. LT.&RT. to Existing 35"X24" CMAP

{ Vinton Sta. 264+82

265+00 270+00

12in 12in

Path

K n o w n

R if le

R a n g e

275+00 280+00275+00 280+00

N=293213.72 E=1670059.24

N=293214.67 E=1670499.37

{ Vinton School Rd. { Vinton School Rd. { Vinton School Rd.

N=293255.98 E=1670057.41

N=293175.04 E=1670060.55

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (160 SQYD) Early High Strength Concrete Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD) Drainable Base (Unbound)(4") (80 SQYD)

Rock Excavation (30 CUYD)

Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet

Install 24'X30' Concrete Tank Crossing, Perform Flexural Tests KT-23 Remove Existing 44'X21' Concrete Tank Crossing { Vinton Sta. 280+48.00

Clear & Grub - Trees up to 6" Diameter (400 SQFT)

Clear & Grub - Tree removal, Trees Larger than 6" Diameter (2 EA) Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (10 SQYD)

End Section (35"X24")(4.5 SQFT)(CSMAP) (2 EA)

Cross Road Pipe (35"X24")(4.5SQFT)(CSMAP) (32 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Brush & Tree Removal

Install Geotextile w/Riprap LT.&RT.

LT.&RT.

Install 16' Ext. LT.&RT. to Existing 35"X24" CMAP w/End Sections { Vinton Sta. 277+08.00

275+00 280+00

12in

T a n k

P a th

295+00 300+00295+00 300+00

N=293227.26 E=1672219.57

{ Vinton School Rd. { Vinton School Rd.

N=293266.21 E=1672216.57

N=293185.39 E=1672221.91

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Clear & Grub - Trees up to 6" Diameter (400 SQFT) Clear & Grub - Tree removal, Trees Larger than 6" Diameter (1 EA) Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (10 SQYD)

End Section 36" RCP (2 EA)

Cross Road Pipe 36" RCP (32 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

Brush & Tree Removal

Install 16' Ext. LT.&RT. to Existing 36" RCP w/End Sections LT.&RT.

{ Vinton Sta. 289+68

295+00 300+00

Tank Path

325+00325+00 { Vinton School Rd.

N=293267.68 E=1675137.44

N=293207.68 E=1675137.44

N=293237.68 E=1675137.44

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

PLAN

VINTON SCHOOL RD

Clear & Grub - Trees up to 6" Diameter (340 SQFT)

Flowable Fill (Low Strength) (62 CUYD)

Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (10 SQYD)

End Section 36" RC (2 EA)

Cross Road Pipe 36" RCP (60 LNFT)

Geosynthetic Reinforcement (For Base) (16 SQYD)

HMA Commerical Grade (Class A)(Patching)(7") (8 SQYD)

HMA Commerical Grade (Class A)(2") (8 SQYD)

Emulsified Asphalt (16 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (8 SQYD)

Rock Excavation (2 CUYD)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

See RCB & RCP Typical Section

Install 36"X60' RCP w/End Sections LT.&RT.

Remove Existing 36"X24' CMP & 36"X16' RCP

{ Vinton Sta. 327+86.00

325+00

2% 2%

6:1 6:1

4% 4%

3:1 3:1

Proposed

NTS

Sta. 31+89.00

Proposed

NTS

Sta. 85+50.00 29.5' Lt.

36" X 64' RCP @ 1.2%

36" X 64' RCP @ 1.0%

Sta. 85+75.00 29.5' Rt.

Sta. 31+89.00 32' Lt. Sta. 31+89.00 32' Rt.

Sta. 85+63.00

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

RCP TYPICAL SECTION

N=293090.39 E=1652500.84

N=293031.00 E=1652524.68

N=293062.91 E=1647138.74 N=292998.91

E=1647138.74

FL 4'10" From Top of Exist. Crown FL 5'7" From Top of Exist. Crown

FL=1250.84'

FL=1251.51'

Field Verify FL ElevationsField Verify FL Elevations Field Verify FL Elevations

Field Verify FL Elevations

Proposed

2% 2%

6:1 6:1

4% 4%

Proposed

3:1

Sta. 209+90.00

Sta. 327+86.00

36" X 60' RCP @ 2.5%

NTS

Embedded = 1'

NTS

3:1

Sta. 209+99.50 28.7' Lt. Sta. 209+81.00 28.7' Rt.

Sta. 327+86.00 30 Lt.

Sta. 327+86.00 30 Rt.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

R E

F E

R E

N C

T E

R E

F E

R E

N C

E C

K E

B Y

D A

T E

RCB & RCP TYPICAL SECTION

N=294107.44 E=1664076.94

N=294050.42 E=1664058.26

N=293267.68 E=1675137.44 N=293207.68

E=1675137.44

7' X 7' X 60' RCB @ 3%

FL 8' From Top of Exist. Crown

FL 6.5' From Top of Exist. Crown

Field Verify FL Elevations Field Verify FL Elevations

Field Verify FL Elevations

FL 9.5' From Top of Exist. Crown Crown

FL 11.5' From Top of Exist.

0+00

5+00

KANSAS DEPARTM ENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n

B y

S E

R N

A M

P lo tt e d

Y T

R E

F E

R E

N C

E S

N O

T E

R E

F E

R E

N C

E S

C H

E C

K E

B Y

D A

T E

PLAN

CAMPBELL HILL RD

{ Campbe ll H ill R d.

Emulsified Asphalt (32166 SQYD)

PVMT Marking (Yellow)(4") (24100 LNFT)

PVMT Marking (White)(4") (24100 LNFT)

HMA Commerical Grade (Class A) (6120 TONS)

Aggregate Shoulder (Millings)(Install Only)(4") (5356 SQYD)

Common Excavation (1000 CUYD)

Estimated Materials Include the Following:

See Typical Section Sheet

Const. Overlay w/2' Millings Shoulder

{ Campbell Sta. 0+00 to 120+49

L a n d f ill

Tank Path

80+00

85+00

90+00

N=289929.85 E=1668942.52

KANSAS DEPARTM ENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

G N

S P

E C

F il e

D ra w n B y

S E

R N

A M

P lo tt e d

Y T

R E

F E

R E

N C

E S

N O

T E

R E

F E

R E

N C

E S

C H

E C

K E

B Y

D A

T E

PLAN

CAMPBELL HILL RD

{ Campbell Hill Rd.

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (160 SQYD)

Early Strength Concrete Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD)

Drainable Base (Unbound) (4") (80 SQYD)

Rock Excavation (26 CUYD)

Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet

Install 24'X30' Concrete Tank Crossing, Perform Flexural Tests KT-23

Remove Existing 34'X24' Concrete Tank Crossing

{ Campbell Sta. 84+85

T n k

P a th

T a n k

P a th

+00

120+00

V in to n

S c h o o l R d

{ Campbell Hill Rd.

KANSAS DEPARTM ENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n

B y

S E

R N

A M

P lo tt e d

Y T

R E

F E

R E

N C

E S

N O

T E

R E

F E

R E

N C

E S

C H

E C

K E

B Y

D A

T E

PLAN

CAMPBELL HILL RD

N=292941.92 E=1668321.99

Geotextile Fabric (80 SQYD) Geosynthetic Reinforcement (For Base) (160 SQYD) Early High Strength Concrete Pavement (12" Uniform) (AE) (NRDJ) (80 SQYD) Drainable Base (Unbound) (4) (80 SQYD) Rock Excavation (27 CUYD) Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet Install 24'X30' Concrete Tank Crossing, Perform Flexural Tests KT-23 Remove Existing 20'X36' Concrete Tank Crossing { Campbell Sta. 179+95

A tack coat of SS-1HP shall be provided between each lift of all base courses and

1 1 8-30-06 calculated at the rate of 0.06 gal. /sq. yd.

Changed tack type/rate

Asphalt Material quantities are calculated on the basis of 8.328 lbs. per gal.

On projects which specify both asphalt base and surface course materials, placed on an existing asphalt, brick, or concrete surface, when so ordered by the

1 2 1-10-07 Changed bituminous to asphalt

Approx.

20'

Approx.

20' 50'50' W

2+ 21'+ 21'

Var.

Slope

Varies

V a r

S lo p 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 o a d

S lo p e

' 25

R .R

28'

24'

"W" for Side Roads for Entrances

Surfaced Roadbed

M.B. Turnout

Shoulder Line

110'

15' 15'40' 40'

Base or Surface

Course

"L"

N o r m a l

S lo p e

N o r m a l

S lo p e o r

E n tr a n c e

R/W

Typical drainage structure

Ditch

Edge of Surface

Shoulder Line

Edge of Surface

Rad. Pt. 32.69' E.P.

Variable slope approx.

50' or as available.

Variable slope approx.

50' or as available.

Thickness as shown in

General Note.

Direction of Traffic Edge of Surfacing

Shoulder Line Mail Box

Existing Profile

WITH DRAINAGE STRUCTURE MOUND ENTRANCE OR SIDE ROAD

DETAIL FOR SURFACING OF SIDE ROADS

& HOUSE ENTRANCES

SECTION A-A

DETAIL FOR SURFACING OF MAIL BOX TURNOUTS

TYPICAL PROFILE AT GRADE CONTROL POINTS

Normal Slope (but not steeper than

8:1 Slope at the appropriate clear

Computed at the rate of

Note: The face of Mail Box should be no closer to

Width shall be 8' or shoulder width, whichever is greater.

zone shall apply to all mound entrances and mound side roads to 10' fill height.

Normal Slope (but not steeper than 6:1) for over 10' fill height.

appropriate clear zone width.

the roadway than the edge of the shoulder.

Align with edge of turnout when turnout width is greater than shoulder width.

A material as directed by the Engineer. The removal of this material will be subsidiary.

The material used to backfill over the structure shall be at least to the to the limits shown on the detail.

GENERAL NOTE:

Over all structures, unless otherwise directed by the Engineer, where the top of the hubguard is level with or above the finished shoulder grade, the earth cover over the structure slab shall be removed and backfilled with paid for at the prices shown in the contract.

to the R/W line as indicated on the detail. All side roads and house entrances with existing asphalt surface shall be surfaced with

R/W line or to the end of construction, as directed by the Engineer. Each mailbox turnout (ON PROJECTS WHERE STABILIZED SHOULDERS ARE NOT SPECIFIED) shall be surfaced with

Surfacing material (SA- ) shall be used for surfacing house entrances and side roads ( C.Y./SQ. YD.) beyond the limits of the asphalt surface to the limits of construction as determined by the Engineer.

same thickness as the stabilized shoulder within the approximate limits of the shoulder.

side roads, house entrances and mailbox turnouts may be surfaced with both materials at the contractors option, with the approval of the Engineer.

lbs. per cu. ft. Quantities for stabilized base course, AB-3, are calculated on the basis of 1 56 lbs. per cu. ft. Weight/cu. ft. includes moisture allowed by specification.

Thicknesses indicated for all construction which is paid for on a weight or volume basis are approximate and may vary to correct for unevenness in the foundations or for other normal unevenness encountered in placement operations.

surface courses and under the first lift of base or surface courses when they are

Engineer and at the rate designated by him. Quantities are included for these tacks ordered by the Engineer, the top 3'' shall be left uncompacted for seeding.

The Contractor shall cut the subgrade in accordance with this profile at all grade control points, i.e. ; existing pavements, grade bridges and

R.R. crossings, also at changes in thickness of base or surface courses.

The work of cutting the subgrade and disposing of excess excavated material shall be subsidiary to other items in the contract.

The base course shall be constructed to the plan thickness as shown.

All side roads and house entrances shall be surfaced with

The thickness of side road and entrance surfacing may be increased to the

Quantities for aggregate for shoulders, AS-1, are calculated on the basis of 1 50

Corresponding dimensions of "D" and "L" shall be as given in the table below.

On surfacing projects, the 6'' of Compaction Type AA, shown for the center portion on the roadbed, is for the purpose of restoring the original Compaction Type AA which may have been lost since grading operations. The exact locations of this Compaction

Type AA, which will be required, is to be determined by the Engineer at the time of con-

(MR- )".

struction. This work shall be paid under the bid item "Compaction of Earthwork (Type AA)

Shoulder rumble strips will not be constructed as part of this project.

The earth shoulders shall be compacted full depth (Type -MR ) except, when

TABLE OF DIMENSIONS

RATES OF APPLICATION

SUMMARY OF QUANTITIES

RECAPITULATION OF QUANTITIES

D D D D D DL L L L L L

1''

2''

25'

50'

3''

4''

75'

100'

5''

6''

125'

150'

7''

8''

175'

200'

225'

250'

11''

12''

275'

300'

RATE UNIT ITEM ITEM TOTAL UNIT

ITEM

9''

10''

SUMMARY OF QUANTITIES

(Surfacing)

On side roads and entrances which slope toward the highway, a low point approx. 6" deep shall be constructed to divert surface drainage into the high-way ditch, the plans.

unless otherwise shown on

9 6-12-02 S.W.K. J.O.B.Added low point off shoulder.

S.W.K. J.O.B.10 3-24-05 Revised compaction, tack type/rate

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

ì ì

S id e

R o a d ì Project

6:1) at approximate ì Structure or ì Project

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 -O

C T -2

DATE REVISIONS BY APP'DNO.

FHWA APPROVAL 9-06-06

DESIGNED

DETAILED

DESIGN CK. DETAIL CK. QUAN.CK.

RD051

TRACED Bowser

TRACE CK. Hecht

APP'D. James O. Brewer

K D

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

KDOT Graphics Certified 10-21-2015

Measurement for the bid item, "Granular Backfill (Wingwalls)", Material for Granular Backfill (Wingwalls) shall conform to

See wingwall detail sheet for drain spacing.

shall be measured in Cubic Yards to the theoretical limits

Seal Course consisting of 3" min. of Commercial Grade Concrete shall be constructed to the limits directed by the Engineer.

No reinforcing in the floor of the slab or wall footing shall be placed until the Seal Course has gained sufficient strength to permit working upon it without injury.

Construction and materials for wingwall drainage, including corrugated polyethylene tubing.

Form front face & back face of ftg.

6" - 12" as needed.

Fini shed

Gr ound

Lin e

3'-0"c c

3" Seal Course to be

'-0

Granular Material

3'-0"4'-0"

Wing Details.

as shown on

Space weepholes

2'-0"

L 4" ô Drain

Embankment required

(subsidiary to Grade 4.0 Conc.)

3•:1

Slop eVaries

Toe of Embankment

Extend filter fabric backing weephole

Strip Drain

1'-6"

11"

Strip Drain (Extend to top

Extend filter fabric backing

Existing

Groundline for application.

and lap a minimum of 4".

Wrap all sides and ends.

used only where specified.

Horizontal wingwall drainage required on all wings with of footing). Cut 4" square hole in plastic core at top of footing) and lap a minimum of 4".

Wrap all sides and ends.

b r .d g à for RCB's or at the top of the fillet for RFB's

2'-0"2'-0"

Min. Splice length

(See Table-RCB details sheet)

W1 Bars (or W4 Bars)

2" Clear

Dowel bars to match size and spacing of W1 Bars (or W4 Bars)

Skew Angle

Long Wing

L Roadwayc

Short Wing

1•"

"A" = (T-3•") - 2

1" Min.

clr.

Foundation

Stabilization n s t.

J t.

n s t.

J t.

Vertical construction joints shall be perpendicular to the longitudinal axis of the RCB and shall be placed at any location as needed for construction and as approved by the Engineer.

a roughened finish.

See RCB Details Sh. for required splice length.

The Contractor shall have the option of using Dowel Bars to match vertical wall bars as shown, however no allowance will be made for additional steel required for bar laps.

Longitudinal bars shall extend through the joint to provide a minimum lap equal to the required splice length.

Barrel Construction Joints located in a median with less than 5 ft. of fill or at locations specified by the Engineer, shall be protected by a bentonite based system as shown. Place the bentonite on the exterior walls and top slab. See requirements for bentonite in the KDOT

Specifications for "Bridge Backwall Pro-tection System". Material and installation of the bentonite system shall be subsidiary to the bid item "Grade 4.0 Concrete".

The Contractor has the option of placing the Lower

Horizontal Construction Joint at the top of the slab

PLAN VIEW SKEWED R.C.B.

VERTICAL CONSTRUCTION JOINTS

OPTIONAL COLD JOINT

OPTIONAL BAR DETAIL

6"6"Earth Side Bentonite

WINGWALL PLAN

ELEVATION

GENERAL NOTES

RCB

Foundation Stabilization

The depth of Foundation Stabilization may be increased by the

Engineer. The Contractor may underrun Foundation

Stabilization under the barrel if founded on firm material and with the Engineer's approval. Use Foundation Stabilization on all wingwalls unless founded on rock or granular material.

See General Notes

The Foundation Stabilization quantity has been calculated to the limits shown in the Section Thru Wingwall. The depth may be increased by the Engineer. Use Foundation Stabilization on all wingwalls unless founded on rock or granular material.

Varies (6" Min.)

See KDOT

Specifications

Varies (6" Min.)

See KDOT

Specifications

Change Type 'C' Compaction to 'B'

Right Skew

Left Skew

Backfill material

Limits of Granular

Strip Drain

(Strip Drain) weepholes (Strip Drain) as shown.

SECTION C-C

Strip Drain

Backfill

Granular

Limits of

SECTIONPARTIAL

ELEVATION

PARTIAL SECTION RCB

PARTIAL SECTION RFB

ì of weepholes in plastic core

Cut 4" square hole

(Back Face of Wall)

Top of Wing

Strip Drain Strip Drain

Granular Backfill And

Foundation Stabilization

NOTE:NOTE:

NOTE: Horizontal construction joints shall be

VERTICAL STRIP DRAIN

Granular Backfill

1‚ +-ì of weepholes

Wingwall Drainage:

Wingwall Foundation Stabilization:

Seal Course:

Granular Backfill (Wingwalls):

Foundation Stabilization:

Avoid over consolidation.

Consolidate Granular Backfill using hand equipment only. 4.

Modified Backfill Details

" ô rain ô

All wingwalls with weepholes shall have horizontal and vertical wingwall drainage as shown. Strip drains will be used.

strip drain requirements.

See KDOT Specifications for "Abutment Strip Drains" for weepholes, and strip…

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File details come from the government source that posted it. Updated Nov 14, 2017.