Vinton_Plan_Set_2017-04-03-signed_final_version.pdf

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.

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

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

Revision 1 04-03-2017

04-03-2017 scott.r.sutherland Typewritten Text Quantities are estimated and for information only. Contractor is responsible for verifying 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 &

ì

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")

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

Revision 1 04/03/2017

Woven Geotextile

Saw Cut

Geogrid

Width Varies

Type-B MR-90

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

2" HMA Commerical Grade (Class A)

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

PIPE SECTION UNDER PAVEMENT

6" Min.

See KDOT Std. Sht. RD051 for Grade Control Point Detail.

this Project. Milling Shall be Subsidary to Other Bid |tems.

at Existing Concrete Pavement not Scheduled for Replacement on where Applicable. Milling Required to Match Grade Control Points

Overlay Along Crown. Maintain 2% Cross Slope and Super Elevation

Cross Slope with 2" min. 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.

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

scott.r.sutherland Typewritten Text (Patching) scott.r.sutherland Typewritten Text (Patching)

24'

O ld

H ig h w a y

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

{ Vinton School Rd.

Start Mill&Overlay Operations

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

Tank Path

Tank Path

Temporary Surfacing Material (HMA) (41 TONS)

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 (27 CUYD)

HMA Commerical Grade (Class A) (61 TONS)

Estimated Materials Include the Following:

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

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

Remove Existing 28'X13' Concrete Tank Path

{ Vinton Sta. 2+83.00

Sealing Asphalt Cracks (>1/2" <2.0") (13000 LNFT) Emulsified Asphalt (96525 SQYD) PVMT Marking (Yellow)(4") (66366 LNFT) PVMT Marking (White)(4") (66146 LNFT) Geosynthetic Reinforcement (For Base) (8775 SQYD) HMA Commerical Grade (Class A)(Patching)(9") (4388 SQYD) Aggregate Base (Special)(RAP)(6")(Install Only) (4388 SQYD) HMA Commerical Grade (Class A) (16700 TONS) Aggregate Shoulder (Millings)(Install Only)(4") (19984 SQYD) Common Excavation (2000 CUYD) Estimated Materials Include the Following:

See Typical Section Sheet

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

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

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PLAN

VINTON SCHOOL RD

Revision 1 04/03/2017

10+00 15+0010+00 15+00

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

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VINTON SCHOOL RD

N=293015.40 E=1645136.61

N=293047.09 E=1645141.06

N=292983.70 E=1645132.21

Bench Mark on Existing 36" Tree

Clear & Grub - Trees Up to 6" Diameter (150 SQFT) 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)(9") (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:

Brush & Tree Removal

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. 11+86.00

Revision 1 04/03/2017

Remove Trees Greater Than 6" (6 EA)

19 CUYD

6in6in

6in 6in

6in

24in

12in

12in

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

N=293030.91 E=1647138.74

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

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VINTON SCHOOL RD

N=293003.43 E=1647139.44

N=293058.43 E=1647139.35

Common Excavation (5 CUYD)

Fill and Re-grade

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

Clear & Grub - Tree Removal, Trees Larger than 6" Diameter (8 EA)

Slope Protection (Riprap Stone) (7 CUYD)

Geotextile Fabric (10 SQYD)

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

Common Excavation (5 CUYD)

Estimated Materials Include the Following:

Brush & Tree Removal

Install Backfill & Geotextile w/Riprap LT.&RT.

Install End Sections LT.&RT. to Existing 36" CMP

{ Vinton Sta. 31+89.00

50'

3:1 3:1

Std. Ditch

5'

11'

40+00 45+0040+00 45+00

{ Vinton School Rd.

{ Vinton School Rd.

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.

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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 (18")(CS) (2 EA)

Cross Road Pipe (18")(CSP) (15 LNFT)

Common Excavation (20 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

Sections LT.&RT.

Install 10' Ext. LT. and 6' Ext. RT. to Existing 18" CMP w/End { Vinton Sta. 42+87.00Tank

Path

HMA Commerical Grade (Class A) (19 TONS)

Temporary Surfacing Material (HMA) (41 TONS)

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 (27 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 Path

Remove Existing 28'X13' Concrete Tank Path

{ Vinton Sta. 39+79

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.

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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 (2 EA)(Install Only)

Cross Road Pipe 48" CS (6 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Install 6' Ext. RT. to Existing 48" CMP w/End Section RT.

{ Vinton Sta. 74+25.00

G a s

C h a m b e r

12in 12in

6in

Std. Ditch

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

3:1 3:1

5'

11'

{ Vinton School Rd.

{ Vinton School Rd.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

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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)

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

N=293031.15 E=1652525.06

N=293060.70 E=1652513.21

N=293090.55 E=1652501.23

N=293061.00 E=1652494.42 of Existing 18" CMP

Bench Mark on Top

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)(Patching)(9") (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

19 CUYD

90+00

100+00 90+00

100+00 { Vinton School Rd.

{ Vinton School Rd.

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

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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")

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

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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

5'

20'

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.

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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 (26 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 6' Ext. RT. from Existing 24" CMP to Manhole { Vinton Sta. 130+28.00

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

Inlet-Manhole (Special) (1 EA)

Common Excavation (81 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

See KDOT Std. Sht. RD648

Install 4.5'X4.5'X3.6' Inlet-Manhole (Special) & Backfill

Tank PathTank

Path

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

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VINTON SCHOOL RD

EWS

EWS

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

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VINTON SCHOOL RD

Cont. w/2' Millings Shoulder

Beginning of Asphalt Overlay

End of Existing Concrete Surface

{ Vinton Sta. 177+61.00

Cont. w/2' Millings Shoulder

End of Asphalt Overlay

Start of Existing Concrete Surface

{ Vinton Sta. 171+20.00

6in 6in6in

210+00

Move Boulder Limestones (5'X3')

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

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

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VINTON SCHOOL RD

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 24" RC (2 EA)

Cross Road Pipe 24" 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.

w/End Sections LT.&RT.

Install 24' Ext. LT. and 32' Ext. RT. to Existing 24" RCP

{ Vinton Sta. 207+38.50

T a n k

P a th

Bench Mark on Existing Power Line

N=294078.89 E=1663753.06

HMA Commerical Grade (Class A) (24 TONS)

HMA Commerical Grade (Class A)(Patching)(9") (31 SQYD)

Emulsified Asphalt (62 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (31 SQYD)

Temporary Surfacing Material (HMA) (41 TONS)

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (222 SQYD)

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

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

Rock Excavation (38 CUYD)

Estimated Materials Include the Following:

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

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

Remove Existing 20'X44' Concrete Tank Path

{ Vinton Sta. 206+75

Concrete Seal Course (132 CUYD)

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)(9") (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.

.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.)

Typical Section for Spa.)

(Normal Box)

9"

(at outside face)

3''

Reinforcing

Typ. Section

W1 (Inside Face)

@ Typ. Section Spa.

W1 extra

S1 & F1 bars

3"

-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''

Lc

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

6"

S3 bars

6"

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

K1

(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.

BR

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

P

D a t e

F

E B

:3

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

#4

#5

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.

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

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

M

A

R T

D A

T A

B A

S E

C E

IB

R A

R Y

R

R

O G

R A

M

K B

X

M

D E

L

ID

V E

R S

IO

N

ID

C A

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

Rt

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"

31'-0"

4'-8Œ" c l.

6''

#4 D1 @

#4 E1

SECTION A-A

Opt. Const. Joint3

7•"

CJ

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)

6"

RCB

FLOOR

E

E

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)

(1

"á

(1

"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

R

C B d e ta il s

9"

9"

•" Open Joint

#4 D2

#4 C2

SECTION E-E

End of RCB

Opt. Const. Joint

#4 E2

6"

2"cl.

1'-6" à

D1,D2

D2

D1

1'- 4'

1'-

12 12

E2

BENDING DIAGRAM

V2

V1

(All dimensions are out to out of bars.)

by equal increments (See Table)

2'-3"

2'-3"

3'-0"

5'-8"

H S

H S

H5S, H6S H5L, H6L

H6 L

H5 L

Bar Incrmts.

V3S

V3L 2‰"

V4S

V4L 2•"

4…"

9"

H7L, H7S

1'-3"H7L

H7S

H7S

H7L 9"

V3S, V3L, V4S, V4L

9"

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

A

A

C c l.

(Backface Shown)

ELEVATION OF WINGWALL

View D-D)

9" Level

3"

"9

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)

3"

#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

9"

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. 1'-4" ctrs.

•" Offset @ Top àà àà

B

B

Scour Apron to be used only where specified.

9'

Weephole Spa.

WING DIMENSIONS FOR 30 SKEWED BOX

o

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

BR

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

F

E B

:3

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.)

(C.Y.)

(C.Y.)

Concrete (Gr. 4.0)

(C.Y.)

(C.Y.)

(C.Y.)

Lbs.

Lbs.

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'

10'

50'

10'

R a n g e

R a n g e

225+00 230+00225+00 230+00

Std. Ditch

3:1 3:1

5'

11'

{ 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

C

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

IM

E

R E

F E

R E

N C

T E

D

R E

F E

R E

N C

E C

K E

D

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 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 (632 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

N=294047.26 E=1665940.08

T a n k

P a th

Rock Excavation (8 CUYD)

Estimated Materials Include the Following:

Remove Existing Concrete

N=294047.26 E=1665670.28

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

Slope Protection (Riprap Stone) (8 CUYD)

Geotextile Fabric (11 SQYD)

Cross Road Pipe 24" RCP (64 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 24" RCP

Remove 2 Existing CMP Ext. RT.

{ Vinton Sta. 224+14

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

Slope Protection (Riprap Stone)(8 CUYD)

Geotextile Fabric (11 SQYD)

Cross Road Pipe 36" RCP (64 LNFT)

Common Excavation (50 CUYD)

Estimated Materials Include the Following:

Fill and Re-grade

Install Geotextile w/Riprap LT. &RT.

Install 16' Ext. LT.&RT. to 2 Existing 36" RCP

Remove 2 Existing CMP Ext. RT.

{ Vinton Sta. 228+63.00

HMA Commerical Grade (Class A) (24 TONS)

HMA Commerical Grade (Class A)(Patching)(9") (31 SQYD)

Emulsified Asphalt (62 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (31 SQYD)

Temporary Surfacing Material (HMA) (41 TONS)

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (222 SQYD)

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

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

Rock Excavation (38 CUYD)

Estimated Materials Include the Following:

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

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

Remove Existing 20'X44' Concrete Tank Path

{ Vinton Sta. 225+95

Range 18

235+00

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

C

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

IM

E

R E

F E

R E

N C

T E

D

R E

F E

R E

N C

E C

K E

D

B Y

D A

T E

PLAN

VINTON SCHOOL RD

{ Vinton Sta. 239+54

{ Vinton Sta. 237+62

N=294065.52 E=1666839.10

N=293946.42 E=1666970.05

HMA Commerical Grade (Class A) (48 TONS) Geosynthetic Reinforcement (For Base) (395 SQYD) HMA Commerical Grade (Class A)(Patching)(9") (197 SQYD) Emulsified Asphalt (395 SQYD) Aggregate Base (Special)(RAP)(6")(Install Only) (197 SQYD) Rock Excavation (49 CUYD)

Estimated Materials Include the Following:

Full Depth Patch

{ Vinton Between Sta. 237+62 and Sta. 239+54

Geosynthetic Reinforcement (For Base) (80 SQYD) HMA Commerical Grade (Class A)(Patching)(9") (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 Path { Vinton Sta. 238+95.00

250+00

250+00

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

C

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

IM

E

R E

F E

R E

N C

T E

D

R E

F E

R E

N C

E C

K E

D

B Y

D A

T E

PLAN

VINTON SCHOOL RD

in to n

S c h o o l R d

N=293303.84 E=1666994.13

Tank Path

Tank Path

HMA Commerical Grade (Class A) (35 TONS)

HMA Commerical Grade (Class A)(Patching)(9") (31 SQYD) Emulsified Asphalt (62 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (31 SQYD) Temporary Surfacing Material (HMA) (41 TONS)

Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (222 SQYD)

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

Rock Excavation (38 CUYD)

Estimated Materials Include the Following:

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

Install 24'X30' Concrete Tank Path, Perform Flexural Tests KT-23 for Remove Existing 20'X44' Concrete Tank Path

{ Vinton Sta. 245+88

6in

6in

6in

6in

250+00 255+00

250+00 255+00

3:1 3:1

Std. Ditch

5'

11'

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

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C

F il e

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F E

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N C

T E

D

R E

F E

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N C

E C

K E

D

B Y

D A

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PLAN

VINTON SCHOOL RD

{ Vinton School Rd.

N=293236.05 E=1667620.66

N=293194.06 E=1667620.12

N=293157.06 E=1667619.35

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

9in

9in 9in

265+00 270+00265+00 270+00

N=293209.09 E=1668832.87

3:1 3:1

Std. Ditch

5'

11'

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

C

F il e

D ra w n B y

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N A

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P lo tt e d S

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F E

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D

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F E

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E C

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D

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PLAN

VINTON SCHOOL RD

N=293167.87 E=1668818.84

N=293244.85 E=1668844.03

{ 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 (36")(RC) (2 EA)

Cross Road Pipe (36")(RCP) (32 LNFT)

Common Excavation (50 CUYD)

Estimated Material Include the Following:

Brush & Tree Removal

Fill and Re-grade

Install Geotextile w/Riprap LT.&RT.

w/End Sections LT.&RT.

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

{ Vinton Sta. 264+82

12in 12in

275+00 280+00275+00 280+00

N=293213.72 E=1670059.24

{ 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

C

F il e

D ra w n B y

U S

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N A

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D

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PLAN

VINTON SCHOOL RD

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 (36")(RC) (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.

{ Vinton Sta. 277+08.00

Tank Path

N=293214.83 E=1670496.52

K n o w is ta n c e

R a n g e

HMA Commerical Grade (Class A) (30 TONS) Temporary Surfacing Material (HMA) (41 TONS) HMA Commerical Grade (Class A)(Patching)(9") (26 SQYD) Emulsified Asphalt (52 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (26 SQYD) Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (212 SQYD) Early High Strength Concrete Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD) Drainable Base (Unbound)(4") (80 SQYD)

Rock Excavation (36 CUYD)

Estimated Materials Include the Following:

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

Install 24'X30' Concrete Tank Path, Perform Flexural Tests KT-23 Remove Existing 44'X21' Concrete Tank Path { Vinton Sta. 281+46.00

12in

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

C

F il e

D ra w n B y

U S

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N A

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P lo tt e d S

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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+68.00

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.

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N S

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C

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D ra w n B y

U S

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N A

M E

P lo tt e d S

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F E

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F E

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N C

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PLAN

VINTON SCHOOL RD

Tank PathBench Mark on Existing Power Line

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)(9") (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

16 CUYD

Proposed

NTS

Sta. 11+86.00

Proposed

NTS

36" X 64' RCP @ 1.1%

36" X 64' RCP @ 2.0%

Sta. 85+75.00 29.4' Rt.

Sta. 85+63.00

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

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N S

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C

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D

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D A

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RCP TYPICAL SECTION

Sta. 11+82.00 31.6 Lt.

FL=992.7'

N=293047.09 E=1645141.06 N=292983.70

E=1645132.21

{ Elev. 996.67'

Sta. 11+90.00 31.6' Rt.

N=293090.55 E=1652501.23

N=293031.15 E=1652525.06

Sta. 85+52.00 29.7' Lt.

FL=994.81'

FL=995.5'

FL=993.0'

{ Elev. 1000.64'

Proposed

2% 2%

6:1 6:1

4% 4%

Proposed

3:1

Sta. 209+90.00

Sta. 327+86.00

36" X 60' RCP @ 2.4%

NTS

Embedded = 1'

NTS

3:1

7' X 7' X 60' RCB @ 4.5%

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

C

F il e

D ra w n B y

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M E

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F E

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D

R E

F E

R E

N C

E C

K E

D

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

FL=988.8' FL=986.1'

{ Elev. 998.85'

FL=990.1'

FL=991.5'

{ Elev. 997.15'

0+00

5+00

KANSAS DEPARTM ENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

C

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

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E

R E

F E

R E

N C

E S

N O

T E

D

R E

F E

R E

N C

E S

C H

E C

K E

D

B Y

D A

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PLAN

CAMPBELL HILL RD

{ Campbe ll H ill R d.

N=281940.23 E=1668978.94

Huebner Rd.

Huebner Rd.

A

S t.

Ta nk P at h

Existing Tank Crossing

Sealing Asphalt Cracks (>1/2" <2.0") (6000 LNFT)

Geosynthetic Reinforcement (For Base) (3213 SQYD)

HMA Commerical Grade (Class A)(Patching)(9") (1607 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (1607 SQYD)

Emulsified Asphalt (35344 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 (800 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

80+00

85+00

90+00

KANSAS DEPARTM ENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D

G N

S P

E C

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

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E

R E

F E

R E

N C

E S

N O

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D

R E

F E

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N C

E S

C H

E C

K E

D

B Y

D A

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PLAN

CAMPBELL HILL RD

{ Campbell Hill Rd.

{ Campbell Hill Rd.

N=289923.56 E=1668938.94

Tank Path

{ Campbell Sta. 84+32

{ Campbell Sta. 85+72

N=289875.66 E=1668925.19

N=289992.41 E=1668995.42

HMA Commerical Grade (Class A) (52 TONS) HMA Commerical Grade (Class A)(Patching)(9") (16 SQYD) Emulsified Asphalt (32 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (16 SQYD) Temporary Surfacing Material (HMA) (41 TONS) Geotextile Fabric (80 SQYD)

Geosynthetic Reinforcement (For Base) (192 SQYD) Early Strength Concrete Pavement (12" Uniform)(AE)(NRDJ) (80 SQYD) Drainable Base (Unbound) (4") (80 SQYD) Rock Excavation (39 CUYD)

Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet Install 24'X30' Concrete Tank Path, Perform Flexural Tests KT-23 Remove Existing 34'X24' Concrete Tank Path { Campbell Sta. 84+81

Geosynthetic Reinforcement (For Base) (72 SQYD)

HMA Commerical Grade (Class A)(Patching)(9") (36 SQYD)

Emulsified Asphalt (72 SQYD)

Aggregate Base (Special)(RAP)(6")(Install Only) (36 SQYD)

Rock Excavation (9 CUYD)

Estimated Materials Include the Following:

Full Depth Patch

{ Vinton Between Sta. 84+32 and Sta. 239+54

+00

120+00

V in to n

S c h o o l R d

{ Campbell Hill Rd.

{ Campbell Hill Rd.

KANSAS DEPARTM ENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D

G N

S P

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D ra w n

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D

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PLAN

CAMPBELL HILL RD

N=292941.92 E=1668321.99

T a n k

P a th

T a n k

P a th

HMA Commercial Grade (Class A) (48 TONS) HMA Commerical Grade (Class A)(Patching)(9") (31 SQYD) Emulsified Asphalt (62 SQYD) Aggregate Base (Special)(RAP)(6")(Install Only) (31 SQYD) Temporary Surfacing Material (HMA) (41 TONS) Geotextile Fabric (80 SQYD) Geosynthetic Reinforcement (For Base) (222 SQYD) Early High Strength Concrete Pavement (12" Uniform) (AE) (NRDJ) (80 SQYD) Drainable Base (Unbound) (4) (80 SQYD) Rock Excavation (38 CUYD) Estimated Materials Include the Following:

for Std. Spec. 501.4i(3), See Detail Sheet Install 24'X30' Concrete Tank Path, Perform Flexural Tests KT-23 Remove Existing 20'X36' Concrete Tank Path { Campbell Sta. 117+94

Revision 1 04/03/2017

R=100' L=140' Asphalt

R=75' L=100' Asphalt

Asphalt

SUMMARY OF

DRAINAGE STRUCTURES

DRAINAGE STRUCTURES

STATION SIZE TYPE

Gr. 4.0

CONC.

(Cu.Yds.)

REINF.

STEEL

(LBS.)

CROSS ROAD PIPES ENTRANCE PIPES

TYPE | TYPE ||| TYPE |V

LT. RT. SlopeLT. RT.LT. RT.

END SECTIONS

ó

Note:

ó - See Pipe Culvert Summary Sheet for allowable End Section types.

UNIT

RECAPITULATION OF ROAD QUANTITIES

ITEM

REMARKS

RD049

QUANTITY

36" 36" 18"

48" END SECTIONS INSTALL ONLY

LENGTH

16'

64'

6' 36" 64' 30" 20' 24" 26'

1 1

24" 56' 1 1207+38.50

11+86.00 31+89.00 42+87.00 74+25.00 85+63.00 105+60.00 130+28.00

RCP

CMP

RCP

CMP

CMP

RCP

CMP

CMP

209+90.00 7'x7' 60' RCB

224+14.00 64' RCP24"

228+63.00 36" 64' RCP

1 1252+62.50 36" 32' RCP

36" 32' RCP264+82.00 1 1

277+08.00 36" 32' RCP 1 1

289+68.00 36" 32' RCP 1 1

36" 60' RCP327+86.00 1 1

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

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E

DATE REVISIONS BY APP'DNO.

FHWA APPROVAL 5-28-08

DESIGNED

DETAILED

DESIGN CK. DETAIL CK. QUAN.CK.

TRACED B.N.B.

TRACE CK. S.W.K.

APP'D. James O. Brewer

K D

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

KDOT Graphics Certified 07-22-2010

CL Vinton School Rd.

1.

2.

3.

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.

2.

1.

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

1.

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"

2'-0"

L 4" ô Drain

Embankment required

(subsidiary to Grade 4.0 Conc.)

3•:1

:1

Slop eVaries

Toe of Embankment

Extend filter fabric backing weephole

Strip Drain

C

C

1'-6"

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

Skew Angle

Long Wing

Long Wing

Long Wing

Long Wing

L Roadwayc

L Roadwayc

Short Wing

Short Wing

Short Wing

Short Wing

1•"

T

"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

"A

"A

6"6"Earth Side Bentonite

WINGWALL PLAN

ELEVATION

GENERAL NOTES

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 drain shall be subsidiary to the bid item, "Grade 4.0 Concrete". Weepholes may be a formed opening or

5.

(LRFD)

1" in 12 ft.

Batter wall

(R.C.B. Bridge)

Excavation

Limits of Class |||

A

A

B

B

SECTION A-A THRU WINGWALL

+1‚ -

1(R.C.B. Bridge)

Excavation

Limits of Class |||

Varies (6" Min.)

See KDOT

Specifications

Foundation Stabilization

See General Notes for application.

Strip Drain

2'-0" ì of weepholes

2'-0"

Finished Ground L ine

SECTION B-B THRU WINGWALL

Form front face & back face of ftg.

6" - 12" as needed.

Material

In-Situ

Limits of

Material

In-Situ

1.

In-Situ Backfill (Wingwalls):

2.

3.

Use Type "B" Compaction.

Use only hand or walk behind equipment for Compaction.

Material

In-Situ

Backfill

In-Situ

Limits of

B ackfill T ype

In-S itu

W ingw all L ength (L

W eephole S pa.

1" in 12 ft.

Batter wall

G ranular

(L

3In-Situ Material the limits of Granular Backfill.

Filter Fabric is subsidiary to "Granular Backfill". Use only within

Use filter fabric complying with Section 1710.

or organic material. The material is subsidiary to "Granular Backfill".

Use any material found within the project limits except Highly Plastic Clay(s)

G r a n u la r

B a c k f il l

S ta b il iz a ti o n

F o u n d a ti o n

(W in g w a ll s

Stabilization

Foundation

12"

Backwall Protection

Limits of Bridge

Stabilization

Foundation

Backwall Protection

Limits of Bridge

ELEVATION

TYPICAL SECTION

GENERAL NOTES

1.

2.

3.

Use a "non-coal tar" material from KDOT's approved list.

Repair at no additional cost.

Protect this material from damage during backfilling.

4.

Bridge Backwall Protection System:

BOX EXTENSION

Joint

Construction ExtensionExisting

Backwall Protection

Limits of Bridge

(New Construction)

RD080 for additional information.

See "Typical Culvert Extension"

TLF

TLF

KFH

Fabric

Filter

2' min.

Added Bridge Backwall Protection TLF

TLF3/7/12 Added Filter Fabric to Detail mix asphalt directly on this material.

from Section 1700 to the limits shown. Do not place hot

2'-0" of fill, apply a "Bridge Backwall Protection System"

For all structures with less than or equal to completed…