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KANSAS DEPARTMENT OF TRANSPORTATION

RECOM. FOR APPROVAL-DATE

LOCAL PUBLIC OFFICIAL

STATE

KANSAS

SHEET NO.YEARPROJECT N0.

TOTAL

SHEETS

FT.

F.A. NO.

ADDITIONS

FT.

FT.MILES

MILES

MILES

GROSS LENGTH OF PROJECT

NET LENGTH OF ROAD

FT.

NET LENGTH OF BRIDGES

EXCEPTIONS

NET LENGTH OF PROJECT

7672 FT. (1901 FT Add Alt.)

5650

0

0

1.07

0

0

CIVIL ENGINEERS | LAND SURVEYORS | LANDSCAPE ARCHITECTS

1125 GARDEN WAY | MANHATTAN, KANSAS | P. 785.539.4687

101 S. Mill Street | BELOIT, KANSAS | P. 785.738.2725

2022 FT. (931 FT Add Alt.)

0

STATE OF KANSAS

DEPARTMENT OF TRANSPORTATION

DEMOLITION AND CONSTRUCTION PLANS

62 U-0473-01

MITCHELL COUNTY

FEDERAL AID PROJECT

CITY OF BELOIT

SAFE ROUTES TO SCHOOL

MAY 19, 2017

May 22,2017

----

May

19,

201

7

.

10+

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11+

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May

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Y:\P

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RTS

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\CA

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File

21+

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May

19,

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35+

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May

19,

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46+

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47+

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56+

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57+

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May

19,

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May

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75+

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76+

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77+

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78+

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79+

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80+

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May

19,

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87+

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May

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May

19,

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7

Y:\P

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Bel

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File

SIDEWALK CONSTRUCTION (D") (TYP.)

B

CURB, EDGE (D") (AE) (SPECIAL)

NO SCALE SECTION VIEW

NO SCALE SECTION VIEW

LANDSCAPE RETAINING WALL

LANDSCAPE RETAINING WALL NOTES:

1. See specifications for materials and construction

requirements.

2. 6-inch or 8-inch unit course thickness may be

used.

3. Meet the following dimensional requirements:

"A": Wall height varies (4 ft. max.). See site

plans for average wall height throughout.

"B": Base width shall be as per wall

manufacturer's recommendations, but shall not

be less than the modular unit depth plus

12-inches, with the unit centered thereon.

"C": Base thickness shall be as per wall

maufacturer's recommendations, but shall not

be less than 6-inches, unless otherwise

specified.

"D": At least one full course height shall be

below finish grade on the exposed side of the

wall.

4. Color of Landscape Retaining wall block shall be

tan or gray.

5. Excavation and Compaction for construction of

Landscape Retaining Wall shall be subsidiary.

A


ELEVATION VIEW

SECTION VIEW

NO SCALE

NO SCALE

CURB, EDGE (D") (AE) (SPECIAL)

NO SCALE ELEVATION VIEW

†

----

May

19,

201

7

21+25 21+40 21+60 21+80 22+00 22+20 22+30

----

May

19,

201

7

2 1-14-08 S.W.K.Rem. Drainage Structure summary

1 1-9-91 R.J.S J.O.B.Detailed on CADD

J.O.B.

STATE

KANSAS

YEARPROJECT N0.SHEETS

TOTALSHEET NO.

16 rd050

A.d

gn

File :

Dra

wn B

y :

hdougherty

Plotted :19-M

AY-2

017 1

5:3

5

DATE REVISIONS BY APP'DNO.


FHWA APPROVAL 5-28-08

DESIGNED

DETAILED

DESIGN CK. DETAIL CK. QUAN.CK.

RD050

TRACED B.N.B.

TRACE CK. S.W.K.

QUANTITIES

APP'D. James O. Brewer

2017 16 37

BASE BID

STATION DESCRIPTION

Pampas Grass

10+18.03 Lt.

13+06.00 Lt.

21+35.11 Lt.

21+64.08 Lt.

21+88.71 Lt.

22+08.22 Lt.

22+55.15 Lt.

37+42.50 Lt.

37+60.88 Lt.

44+62.79 Lt.

45+08.65 Lt.

46+78.70 Lt.

46+97.82 Lt.

60+63.77 Lt.

62+43.57 Lt.

24" Tree Stump

30" Siberian Elm

30" Siberian Elm

32" Siberian Elm

18" Hackberry

18" Pine

24" Siberian Elm

18" Tree Stump

Tree Stump

Bush Stump

30" Elm

12" Elm

48" American Elm

30" Peach Tree

STATION DESCRIPTION

ADDITIVE #2

78+73.68 Lt.

79+44.17 Lt.

79+55.96 Lt.

79+71.83 Lt.

18" American Elm

30" Siberian Elm

36" Locust

18" Redbud

BASE BID

STATION DESCRIPTION

13+64.99 Lt.

13+67.71 Lt.

20+71.69 Lt.

22+63.01 Lt.

38+33.13 Lt.

38+87.08 Lt.

39+00.69 Lt.

42+02.99 Lt.

Fire Hydrant

Street Sign

Fire Hydrant

Street Sign

Street Sign

Gas Meter

Water Meter

Mailbox Row

END STA.

11+55.66 Lt.

11+99.69 Lt.

13+27.36 Lt.

14+56.41 Lt.

15+26.73 Lt.

15+59.44 Lt.

16+97.87 Lt.

18+70.46 Lt.

19+08.48 Lt.

19+76.29 Lt.

20+72.88 Lt.

22+26.05 Lt.

25+25.96 Lt.

31+89.47 Lt.

36+01.07 Lt.

36+60.39 Lt.

38+29.04 Lt.

39+36.67 Lt.

39+59.93 Lt.

40+31.71 Lt.

41+97.70 Lt.

43+59.30 Lt.

STATION

72+69.12 Lt.

74+31.40 Lt.

ADDITIVE #1

STATION

79+86.02 Lt.

80+59.18 Lt.

81+47.82 Lt.

87+74.70 Lt.

88+19.42 Lt.

ADDITIVE #2

ADDITIVE #1

16+20.62 Lt.

16+82.10 Lt.

30" Siberian Elm

32" Siberian Elm

62 U-0473-01

22+63.26 Lt.

1402 SF = 155.8 SY

1355 SF = 150.6 SY

1393 SF = 154.8 SY

3734 SF = 414.9 SY

TOTAL BASE BID = 2307.7 SY

854.5 SF = 94.9 SY

TOTAL ADD. #1 = 132.8 SY


36+93.84 Lt.

BASE BID, ADD. #1 & ADD. #2

SUMMARY OF QUANTITIES

SUMMARY OF ROCK EXCAVATION

BASE BID

STATION LENGTH (FT.) WIDTH (FT.) DEPTH (IN.) VOLUME (CY)

10+06.85 2.5 7.5

12+09.64

10.0

20

13+34.10

13+60.96

14+65.24

17+04.79

17+42.83

18+80.60

19+84.71

20+80.43

21+31.21

21+79.60

22+36.04

22+65.97

37+06.29

38+34.84

38+66.22

42+02.70

43+70.63

47+12.38

47+78.25

49+46.55

49+75.92

54+11.69

54+41.21

56+34.44

57+61.90

57+77.45

61+25.54

61+33.91

61+63.35

63+83.72

10.8868+44.99

69+08.77

70+62.10

70+76.63

ADDITIVE #1

76+42.87

71+06.91

71+21.84

72+78.31

74+28.79

74+39.49

74+78.59

74+88.81

ADDITIVE #2

80+03.96

80+68.19

83+94.40

85+69.27

86+02.84

86+23.08

87+79.75

88+25.64

89+45.54

10+81.15

14+57.25

14+73.17

15+85.78

15+59.80

45+75.69

46+05.32

0.58

26.9 5.0 6.0 2.49

5.0 7.5

17.7 6.0 1.645.0

18.2 6.020.0

16.9 5.0 6.0

15.0 2.5 7.5

51.1 1.0 24.0

20.0 15.0 6.0

5.0 2.5 7.5

24.9 10.0 6.0

32.3 6.0 6.0

7.4 5.0 6.0

9.9 5.0 6.0

31.7 7.2 6.0

30.6 19.2 6.0

14.7 5.0 6.0

6.0 6.0

15.6 5.9 6.0

37.0

19.4

15.5

6.2

5.9

5.8

6.0

6.0

6.0

10.1

12.4

5.9

6.1

6.0

6.0

2.31

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

10.0 2.5 7.5 0.58

6.74

1.56

0.87

3.79

5.56

0.29

4.61

3.59

0.69

0.92

4.23

1.36

2.59

1.70

4.25

2.12

1.66

1.10

1.40

BASE BID TOTAL = 80.2 CY

ADD. #1 TOTAL = 7.8 CY

3.6221+31.21 48.9 1.0

0.7221+77.59 9.7 4.0

24.0

6.0

ADD. #1 TOTAL = 12.9 CY

12+64.23 2.5 7.5 1.0918.9

RTW

RTW

DESCRIPTION

CURB/GUTTER

LIMESTONE

DRIVEWAY

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

DRIVEWAY

DRIVEWAY

DRIVEWAY

CURB/GUTTER

DRIVEWAY

CURB/GUTTER

DRIVEWAY

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIVEWAY

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

CURB/GUTTER

DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIVEWAY

CURB/GUTTER

DRIVEWAY

DRIVEWAY

23.6 DRIVEWAY

(INFORMATION ONLY)

& RELOCATIONS

SUMMARY OF REMOVALS

Sheet No. 16

CLEARING AND GRUBBING

SUMMARY OF

BASE BID

STATION

11+60.50 Lt.

12+09.64 Lt.

14+64.24 Lt.

15+33.32 Lt.

18+81.02 Lt.

19+13.73 Lt.

19+84.71 Lt.

22+36.15 Lt.

25+35.97 Lt.

36+10.28 Lt.

36+64.42 Lt.

37+06.29 Lt.

39+69.80 Lt.

40+36.22 Lt.

43+81.76 Lt.

47+12.38 Lt.

47+77.90 Lt.

56+26.38 Lt.

63+83.72 Lt.

64+13.38 Lt.

65+52.04 Lt.

68+44.16 Lt.

69+08.77 Lt.

CONSTRUCTION (6") (AE)

SUMMARY OF SIDEWALK

STATION

72+78.31 Lt.

76+42.87 Lt.

ADDITIVE #1

STATION

80+03.96 Lt.

80+68.19 Lt.

83+94.40 Lt.

87+79.75 Lt.

88+25.64 Lt.

ADDITIVE #2

39+45.22 Lt.

47.67 SF = 5.30 SY

95.91 SF = 10.66 SY

79.90 SF = 8.88 SY

64.02 SF = 7.11 SY

100.43 SF = 11.16 SY

51.61 SF = 5.73 SY

84.16 SF = 9.35 SY

119.67 SF = 13.30 SY

93.64 SF = 10.40 SY

92.94 SF = 10.33 SY

40.53 SF = 4.50 SY

124.33 SF = 13.81 SY

85.52 SF = 9.50 SY

97.70 SF = 10.86 SY

44.74 SF = 4.97 SY

275.17 SF = 30.57 SY

37.67 SF = 4.19 SY

49.65 SF = 5.52 SY

256.08 SF = 28.45 SY

65.82 SF = 7.31 SY

128.37 SF = 14.26 SY

214.48 SF = 23.83 SY

139.56 SF = 15.51 SY

88.01 SF = 9.78 SY


99.19 SF = 11.02 SY

88.03 SF = 9.78 SY

216.99 SF = 24.11 SY

109.02 SF = 12.11 SY

91.06 SF = 10.12 SY

61.13 SF = 6.79 SY

74.69 SF = 8.30 SY



58.03 SF = 6.45 SY51+93.38 Lt.

CONCRETE

CONCRETE

CONCRETE

10+15.61 Lt.

11+65.34 Lt.

12+19.62 Lt.

13+67.68 Lt.

14+74.13 Lt.

15+39.92 Lt.

15+86.51 Lt.

17+49.73 Lt.

18+91.57 Lt.

19+18.98 Lt.

19+93.15 Lt.

21+37.73 Lt.

24+36.90 Lt.

25+45.99 Lt.

35+05.46 Lt.

36+19.49 Lt.

37+18.74 Lt.

38+72.11 Lt.

39+53.78 Lt.

39+79.61 Lt.

40+40.74 Lt.

42+45.08 Lt.

STATION

72+57.01 Lt.

72+87.51 Lt.

STATION

78+52.05 Lt.

80+21.90 Lt.

80+77.21 Lt.

86+17.81 Lt.

87+84.80 Lt.

22+45.93 Lt.

36+68.64 Lt.

BEG. STA.

47+08.56 Lt.

47+72.94 Lt.

49+36.49 Lt.

51+88.91 Lt.

54+01.48 Lt.

1419 SF = 157.7 SY

45+64.59 Lt.

46+15.49 Lt.

47+16.20 Lt.

47+82.87 Lt.

49+81.09 Lt.

51+97.84 Lt.

44+04.21 Lt.

57+72.41 Lt.

60+00.59 Lt.

61+28.86 Lt.

63+78.15 Lt.

64+02.47 Lt.

56+02.22 Lt.

56+50.55 Lt.

59+77.04 Lt.

60+71.07 Lt.

61+73.34 Lt.

63+89.30 Lt.

54+56.39 Lt.

68+61.08 Lt.

70+64.00 Lt.

66+97.57 Lt.

68+27.62 Lt.

69+16.10 Lt.

65+70.78 Lt.

75+09.39 Lt.

76+72.34 Lt.

74+87.13 Lt.

76+50.29 Lt.

89+33.52 Lt.

89+93.17 Lt.

88+31.86 Lt.

89+81.75 Lt.

CONCRETE PER BLOCK

620 SF = 68.9 SY

1362 SF = 151.3 SY

1373 SF = 152.6 SY

1513 SF = 168.1 SY

2070 SF = 230.0 SY

1393 SF = 154.8 SY

541 SF = 60.1 SY

1806 SF = 200.7 SY

787 SF = 87.4 SY

CONCRETE PER BLOCK

CONCRETE PER BLOCK

341 SF = 37.9 SY

1379 SF = 153.2 SY

14870 SF = 165.2 SY

68 SF = 7.6 SY

BASE BID - 12th Street

BASE BID - 4th Avenue

5' Avg. Width

CONSTRUCTION (4") (AE)

SUMMARY OF SIDEWALK

NONE

STEPS/SW

ALLEY

64+13.38

65+52.04

CURB/GUTTER0.587.52.510.067+07.57

DRIVEWAY

DRIVEWAY

6.0

6.0

6.0

DRIVEWAY

11.1 6.3

21.8 6.0

37.4 5.7

1.30

2.42

3.95

SUMMARY OF EARTHWORK

EXCAVATION

COMMON

C.Y. VMF C.Y. VMF

10+04.50 - 70+91.79

70+91.79 - 78+28.71

78+28.71 - 89+93.17

BASE BID

ADDITIVE #1

ADDITIVE #2

0.79 80.2 1.00

22.6 1.00 7.8 1.00

48.4 1.00 12.9 1.00

173.0

TOTALS

STATION TO STATION

WASTE C.Y.

5.3

13.712.9

80.2

7.8

WASTE

112.6 1.00 *112.6

122.4

†ROCK

*22.6

*48.4

*Existing sidewalk to be wasted.

Existing pavement, landscaping, and curb and gutter to be wasted.†

TOTALS

TOTALS

(MR 90)

TYPE B

FURN.

CONTR.

C.Y.

40.0

4.2

10.8

285.6 235.0

22.6 7.8 7.8 5.3 4.2

10.813.748.4 12.9 12.9

40.0

48.4

22.6

80.2

80.2 Cu. Yds. from removal of existing pavement to be wasted.

**Includes:

173.0 Cu. Yds. Excavation (VMF = 0.79)

112.6 Cu. Yds. from removal of existing sidewalk to be wasted. (VMF = 1.00)

*Includes:

40.0 Cu. Yds. Embankment

**80.2 Cu. Yds. Rock Excavation (VMF = 1.00)

*285.6 Cu. Yds. Common Excavation

Balance Note (Base Bid):


**Includes:

22.6 Cu. Yds. from removal of existing sidewalk to be wasted.

*Includes:



*22.6 Cu. Yds. Common Excavation (VMF = 1.00)

Balance Note (ADD. #1):


**Includes:

48.4 Cu. Yds. from removal of existing sidewalk to be wasted.

*Includes:



*48.4 Cu. Yds. Common Excavation (VMF = 1.00)

Balance Note (ADD. #2):

COMP.

BASE BID

STATION

18+80.60 Lt.

22+35.86 Lt.

37+05.91 Lt.

56+34.44 Lt.

68+44.99 Lt.

270.19 SF = 30.02 SY

175.36 SF = 19.48 SY

125.19 SF = 13.91 SY

157.87 SF = 17.54 SY

342.09 SF = 38.01 SY


CONCRETE

(6" UNIFORM) (AE)

CONCRETE PAVEMENT

SUMMARY OF

2 1-14-08 S.W.K.Rem. Drainage Structure summary

RECAPITULATION OF ROAD QUANTITIESITEM QUANTITY UNIT

1 1-9-91 R.J.S J.O.B.Detailed on CADD

J.O.B.

STATE

KANSAS


TOTALSHEET NO.

17 rd050

B.d

gn

File :

Dra

wn B

y :

hdougherty

Plotted :19-M

AY-2

017 1

5:3

5



FHWA APPROVAL 5-28-08

DESIGNED

DETAILED


RD050

TRACED B.N.B.

TRACE CK. S.W.K.

QUANTITIES

APP'D. James O. Brewer

2017 17 37

BASE BID

STATION DESCRIPTION

13+64.99 Lt.

13+67.71 Lt.

20+71.69 Lt.

22+63.01 Lt.

38+33.13 Lt.

38+87.08 Lt.

39+00.69 Lt.

42+02.99 Lt.

Fire Hydrant

Street Sign

Fire Hydrant

Street Sign

Street Sign

Gas Meter

Water Meter

Mailbox Row

BASE BID

STATION INTERSECTION

10+06.85 Lt.

13+34.10 Lt.

13+60.96 Lt.

17+04.79 Lt.

17+42.83 Lt.

20+80.43 Lt.

21+31.22 Lt.

22+65.97 Lt.

38+34.84 Lt.

38+66.22 Lt.

42+02.70 Lt.

45+75.72 Lt.

46+05.34 Lt.

49+46.53 Lt.

49+75.94 Lt.

4th/Logan

QUADRANT

4th/Chestnut

54+11.65 Lt.

54+41.17 Lt.

57+61.68 Lt.

57+77.42 Lt.

61+25.54 Lt.

61+33.91 Lt.

61+63.34 Lt.

67+07.56 Lt.

70+62.09 Lt.

70+76.58 Lt.

4th/Independence


71+06.89 Lt.

71+21.81 Lt.

74+28.77 Lt.

74+39.47 Lt.

74+78.56 Lt.

74+88.79 Lt. 4th/Bell

QUADRANT

ADDITIVE #1


85+69.27 Lt.

86+02.81 Lt.

86+23.06 Lt.

89+45.52 Lt.

QUADRANT

ADDITIVE #2

12th/Bell

12th/Mill

12th/Mill

12th/Hersey

12th/Hersey

12th/Campbell

12th/Campbell

12th/Walnut

4th/Highland

4th/Highland

4th/Broadway

4th/Boradway

4th/Central

4th/Central

4th/Woodland

4th/Woodland

4th/Kansas

4th/Kansas

4th/Independence

4th/Independence

4th/Lincoln

4th/Chestnut

NE

NW

NE

NW

NE

NW

NE

NW

NW

NE

NW

NW

NE

NW

NE

NW

NE

NW

NW

NW

NW

NE

NW

NW

NW

4th/Chestnut

4th/Chestnut

4th/Bell

4th/Bell

4th/Bell

4th/Campbell

4th/Campbell

4th/Campbell

4th/Walnut

NE

NE

NW

NW

NE

NE

NW

NE

NE

NW

21+27.74 Lt.

21+79.57 Lt.

45+52.63 Lt.

46+05.93 Lt.

49+02.04 Lt.

74+17.21 Lt.

74+90.47 Lt.

86+26.08 Lt.

21+75.63 Lt.

22+25.91 Lt.

45+63.71 Lt.

46+25.46 Lt.

49+46.04 Lt.

74+26.20 Lt.

75+04.18 Lt.

86+36.18 Lt.

STATION

BEGIN

STATION

END

(IN.)

WALL AVG. HT

(FT.)

WALL LENGTH

STATION

BEGIN

STATION

END

(FT.)

WALL LENGTH

STATION

BEGIN

STATION

END

(FT.)

WALL LENGTH

STATION

BEGIN

STATION

END

(FT.)

WALL LENGTH

28 53

5128

BASE BID

MOBILIZATION

ADDITIVE #1

SUMMARY OF LANDSCAPE RETAINING WALLS

(SF)

WALL SURFACE

123.7

119.0


COMPACTION OF EARTHWORK (TYPE B) (MR 90)

ROCK EXCAVATION

1 LS

1 LS

CY

CY

CY

SY

SY

SY

LF

SF

285

282

139

243

1

22+56.75 Lt. 22+65.97 Lt.

BASE BID

ADDITIVE #1

ADDITIVE #2

COMMON EXCAVATION

82

SIDEWALK CONSTRUCTION (4")(AE) 2308

SIDEWALK CONSTRUCTION (6")(AE)


CONTRACTOR CONSTRUCTION STAKING LS


ROCK EXCAVATION

CY

CY

CY

SY

SY

SY

LF

COMMON EXCAVATION

8

SIDEWALK CONSTRUCTION (4")(AE) 133


40

ADDITIVE #2

CY

CY

CY

SY

SY

SY

13

326



ROCK EXCAVATION

1 LS

LF

COMMON EXCAVATION



18

4

23

22

44

11

48

61

41

62 U-0473-01

BASE BID - RETAINING WALL

BASE BID, ADD. #1 & ADD. #2

SUMMARY OF QUANTITIES

19.5

19.0

11.1

44.0

16.5

23.4

17.6

TOTAL BASE BID = 242.7 SF

AREA (SY)

3.3

3.3

6.1

3.3

3.3

3.3

7.2

7.9

3.3

3.3

3.3

6.1

6.1

6.1

3.3

6.1

8.9

3.3

7.7

8.9

3.9

6.1

6.9

9.6

8.6

AREA (SY)

AREA (SY)

7.2

10.2

7.8

4.7

5.9

7.8

7.2

8.9

8.9

7.2


TOTAL ADDITIVE #1 = 43.6 SY

TOTAL ADDITIVE #2 = 41.1 SY

12+59.92 Lt. 12+64.91 Lt.

12+54.92 Lt. 5.0

5.0

12+49.94 Lt.

8.985+48.96 Lt. 4th/Campbell NW

LF

CY

CURB AND GUTTER, COMBINED (AE)

CONCRETE (GRADE 3.0) (AE) 1.2

BASE BID

STATION

12+57.43 Lt.

21+77.60 Lt.

0.6

0.6

(GRADE 3.0) (AE)

CONCRETE

(LBS)

23.8

19.9

(INFORMATION ONLY)

& RELOCATIONS

SUMMARY OF REMOVALS

TOTAL BASE = 103.6 LF

TOTAL ADD. #1 = 39.9 LF

TOTAL ADD. #2 = 17.6 LF

REINFORCING STEEL (GRADE 60) LBS

Sheet No. 17

(DETECTABLE WARNING)

SUMMARY OF SIDEWALK RAMPS

12+54.78 Lt. 12+73.68 Lt.

BASE BID

(FT.)

LENGTH

STATION

BEGIN

STATION

END

TYPE I (2'-6" Width)

CURB & GUTTER

SUMMARY OF COMBINED

18.9

TOTAL BASE BID = 18.9 LF

STEEL

REINFORCING

BASE BID

SIDEWALK RAMP (DETECTABLE WARNING)



104

19

C.Y.

44

40

CYCOMMON EXCAVATION (CONTRACTOR FURNISHED) 5.3

CYCOMMON EXCAVATION (CONTRACTOR FURNISHED) 13.7

LS1CONTRACTOR CONSTRUCTION STAKING

LS1CONTRACTOR CONSTRUCTION STAKING

CURB, EDGE (AE) (Special)



(AE) (SPECIAL)

SUMMARY OF CURB, EDGE

1WATER (GRADING) (SET PRICE) MGAL

SY119CONCRETE PAVEMENT (6" UNIFORM) (AE)

1

COOL SEASON

February 15 to April 20

and

August 15 to Sept. 30

WARM SEASON

SPECIES SPECIES

Bluegrasses

Bromegrasses

Fescues

Indiangrass

November 15 to June 1

undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched.

All borrow areas shown on the plans are to be fertilized, seeded, and mulched. However, operation in borrow areas

where crops are growing may be omitted when requested by the owner.

MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on

1ƒ - 2‚ Tons per Acre = 1•"loose depth spread uniformly over acre.

for adequate protection of newly seeded areas.

FERTILIZER: A ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O , K O2 25

It shall not be required to till the area to bare ground prior to permanent seeding. If temporary cover has pro-

Soil preparation shall conform to the Standard Specifications except as noted below.

vided stable slopes with no erosion, seed the permanent grasses into the existing cover. If there has been erosion

that requires repair prior to seeding, then it may be necessary to regrade the area, resulting in bare ground.

listed in Summary of Seeding Quantities will be acceptable.

the plans. The rate of application per acre, thickness in place, for the mulching material is as follows:

The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient

Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood

SEEDING PERIODS

SUMMARY OF SEEDING QUANTITIESTYPICAL SECTION - DUAL PAVEMENT

Fill Section Cut Section

CUT SECTION

FILL SECTION

Fertilize, Seed & Mulch Fertilize, Seed & MulchFertilize, Seed & Mulch

Fertilize, Seed & MulchFertilize, Seed & Mulch

UNIT

SHLDR SHLDROTHER OTHER

Canada Wi l drye

BID ITEM QUANTITY

SODDING PERIODS

ACRES

SHOULDER MIX

PERMANENT SEEDING

SUMMARY OF SEEDING QUANTITIES

LA850

based mulch, shall meet the North American Weed Free Forage Standards.

PLS RATE NAME QTY (lb)

Total (lb)

MRM

NATIVE WILDFLOWER MIX 1PLS RATE NAME QTY (lb)

Total (lb)

NATIVE WILDFLOWER MIX 2

MRD

6/01/13

MRD

6/15/2016

MRM

Stabilized Shoulders

and (if any)

SURFACED AREA


and (if any)

SURFACED AREA& Mulch

Fertilize, Seed

& Mulch

Fertilize, Seed


and (if any)

SURFACED AREA


and (if any)

SURFACED AREA

AREA

SURFACED

AREA

SURFACED

September 1 to November 1 5

and

March 1 to Apri l 1 5

GENERAL NOTES

The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of

2

3

shall not be required.

be left in place and seeding

bottom of a ditch, it shall

If rock is exposed at

or other material

Exposed rock, shale,

4

Revised Standard SHS

Scott H. Shields




the "Warm or Cool Seasons".

"Warm Season" species may be seeded during

acre, the mixture of "Cool Season" and

the "Warm Season". In areas of less than 1

or more, the mixture shall be seeded during

"Warm Season" species, in areas of 1 acre

When "Cool Season" species are mixed with

RATE/ACRE

P.L.S.

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

18 la

850.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

ì

ì

ì

Big Bluestem

Blue Grama

Buffalograss

Eastern Gamagrass

Little Bluestem

Sand Bluestem

Sand Dropseed

Sand Lovegrass

Side Oats Grama

Switchgrass

Wildflower Mixes

Prairie Junegrass

Reed Canarygrass

Ryegrasses

Sterile Wheatgrass

Tall Dropseed

Western Wheatgrass

Other vegetative mulches are acceptable only with the Engineer's concurrence.

3/01/13

Sheet No.

MRD MRD

Sheet No.Sheet No.

2017

OPTION: Broadcast Tall Drop Seed on the soil surface.

on the soil surface.

(third) seed box and place the seed (using the seed drill)

seed ˆ" maximum. Place the Tall Drop Seed in a separate

wildflower seed in a separate seed box and drill (cover)

large seed box and drill (cover) seed „" -‚". Place the

mix. Place the grass seed (except Tall Drop Seed) in the

Seed separately from the grass seed and the wildflower

the grass seed mix. Package and deliver the Tall Drop

Package and deliver the wildflower seed separately from

2/01/17

Mulching *

determined in the field. The bid item for mulching shall be paid for according to the Standard Specifications.

* See LA852A for mulching quantity. The quantity of mulch is estimated. The total mulch required shall be

fertilized and mulched at the listed rate per acre. The acres are estimated.

NOTE: Projects less than 1 acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded,

Wildflower Mix.

OTHER = Seeded with the "Other" Mix. Designated as all other turf areas, except the Shoulder. Usually includes a Native

outside roadsides, turfed portions of shoulders, and turfed portion of the median.

SHLDR = Seeded with the Shoulder Mix. Typically 15 feet for 2-lane roads and 30 feet for 4-lane roads. Includes

OTHER MIX

(includes wildflowers)

Fertilize, Seed & Mulch

CA

Dconform C

ertify T

his File

CADconform Certify This File

0.3

0.3

0.3

0.5

0.5

0.5

0.2

0.1

0.2

0.2

0.3

0.3

0.3

0.3

0.2

0.2

1.0

0.2

0.1

0.8

0.3

3.0

0.2

10.3

Butterfly Milkweed

Common Milkweed

Black Eyed Susan

Blanket Flower

False Sunflower

Lance-Leaf Coreopsis

Maximilian Sunflower

New England Aster

Pinnate Prairie Coneflower

Plains Coreopsis

Purple Coneflower

Upright Prairie Coneflower

Dames Rocket

Lemon Mint

Pitcher Sage

Wild Bergamot

Illinois Bundleflower

Common Evening Primrose

Hoary Verbena

Purple Prairie Clover

Roundhead Lespedeza

Showy Partridge Pea

White Prairie Clover

0.3

0.3

0.5

1.0

0.2

0.2

0.2

0.2

0.3

0.4

1.5

0.2

1.0

0.4

0.4

0.3

7.4

Butterfly Milkweed

Black Eyed Susan

Black Sampson Coneflower

Blanket Flower

Maximilian Sunflower

Plains Coreopsis

Upright Prairie Coneflower

Western Yarrow

Lemon Mint

Pitcher Sage

Illinois Bundleflower

Common Evening Primrose

Blue Wild Indigo

Leadplant

Purple Prairie Clover

White Prairie Clover

6/01/16

18 37

18

62 U-0473-01

111 111 111

111 111111

111 111 111

111111

111

111111

111

6/15/2016

SOIL EROSION MIX

Erosion Control (Class 1, Type Y)

CU YD

CU YD

LF

LF

CU YD

P.L.S. RATE/ ACRE

CLT CLTSL/CH SL/CH

Soil Erosion Mix


Soil preparation shall conform to the Standard Specifications.

2 25

Temporary Sediment Basin

Temporary Slope Drain

Temporary Stream Crossing

Temporary Inlet Sediment Barrier


TYPICAL SECTION - DUAL PAVEMENT

FILL SECTION CUT SECTION

RAMP FILL SECTION

RAMP CUT SECTION


ACRESBID ITEM QUANTITY UNIT

* - N = Nitrogen Rate of Application

** - P O = Phosphorous Rate of Application

*** - K O = Potassium Rate of Application

Mulch Tacking Slurry


Total (lb)

TEMPORARY EROSION AND

LA852A

MRD

MRD

Sediment Removal (Set Price)

MRD

LF

4/06/15

ì

ì

ì

SURFACE

FUTURE

be required.

and seeding shall not

it shall be left in place

the bottom of a ditch,


SURFACE

FUTURE


SURFACE

FUTURE

SURFACE

FUTURE

Fertilize, Seed & Mulch Fertilize, Seed & Mulch

SURFACE

FUTURE

SURFACE

FUTURE

Fertilize, Seed & Mulch Fertilize, Seed & Mulch Fertilize, Seed & Mulch

the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows:



GENERAL NOTES



acceptable.

N, P O , K O listed in Summary of Quantities will be

or exceeds the required minimum rate per acre of

FERTILIZER: A ratio and application rate that equals

the Engineer.

section shown on the plans or as established by

close conformity to the alignment, grade and cross

pollution control items will be finished in reasonable

installation or construction of temporary water

with the specifications. Areas that require

excavation, borrow and embankment in accordance

The Contractor will be required to finish areas of

52

2

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

19 la

852a - B

AS

EBID.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

NO.

1

2

3

SHS SHS




or other material


measurement.

(i.e. pavement, gravel, riprap, etc.) shall not be included in this

erosion control measures to be placed. Any impervious areas

entire disturbed area of the project that requires seeding and

CLT = Construction Limit Tract. This area is defined by the

LF

LF

Regreen and Quick Guard are the approved sterile wheatgrass products.

MRD MRD

Temporary Berm (Set Price)

Temporary Ditch Check (Rock)

TON

Silt Fence

LB

LB

LB

LB

EACH

EACH

LB

Temporary Fertilizer ( * - ** - *** )

Erosion Control (Class 2, Type Y) SQ YD

drilling is not possible.

Drilling seed is preferred, however, broadcasting is acceptable if

using the Soil Erosion Mix prior to placement of the material.

erosion control material to be placed. This area shall be seeded

Slope = Defined by the area of the project that requires Class 1





Channel = Defined by the area of the project that requires Class 2

LSSWPPP Design à

SWPPP Inspection à




LFSynthetic Sediment Barrier

**** List size of material.

Water Pollution Control Manager à

Sheet No.

Scott H. Shields

Sheet No.

2017

900 lbs / acre

Temporary Seed (Sterile Wheatgrass)

LB

Temporary Seed (Grain Oats)

Temporary Seed (Canada Wildrye)

2 tons / acre

EACH

MGALWater (Erosion Control) (Set Price)

must be included.

disturbed area of the project, not just the seeding area, is 1 acre or more, then these bid itemstotalà If the

seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season.

Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary

Biodegradable Log (12")



LF

LF

Geotextile (Erosion Control) SQ YD

EACH

material.

the Class 1 and/or Class 2 erosion control

The Soil Erosion Mix is to be placed under

SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES

Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection.

Mulching

2/01/17

to the Standard Specifications.

required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according

mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry

The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes

protection of newly seeded areas.

The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate

CA

Dconform C

ertify T

his File


Temporary Seeding LS

SQ YD

6/01/16

1

45

180

Filter Sock (8")

0.12 0.36

BASE BID

POLLUTION CONTROL

1962 U-0473-01 37

19

111 111 111

111 111111

111 111 111

111111

111

111111

111

6/15/2016

SOIL EROSION MIX


CU YD

CU YD

LF

LF

CU YD

P.L.S. RATE/ ACRE

CLT CLTSL/CH SL/CH

Soil Erosion Mix



2 25








RAMP FILL SECTION

RAMP CUT SECTION








Total (lb)


LA852A

MRD

MRD


MRD

LF

4/06/15

ì

ì

ì

SURFACE

FUTURE

be required.





SURFACE

FUTURE


SURFACE

FUTURE

SURFACE

FUTURE


SURFACE

FUTURE

SURFACE

FUTURE





GENERAL NOTES



acceptable.




the Engineer.








52

2

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

20 la

852a - add 1.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

NO.

1

2

3

SHS SHS




or other material


measurement.





LF

LF


MRD MRD



TON

Silt Fence

LB

LB

LB

LB

EACH

EACH

LB













LSSWPPP Design à

SWPPP Inspection à







Sheet No.

Scott H. Shields

Sheet No.

2017

900 lbs / acre


LB



2 tons / acre

EACH


must be included.







LF

LF


EACH

material.





Mulching

2/01/17







CA

Dconform C

ertify T

his File



SQ YD

6/01/16

1

20

10

0.01 0.03

ADDITIVE #1

POLLUTION CONTROL

Filter Sock (8")

62 U-0473-01 20 37

20

111 111 111

111 111111

111 111 111

111111

111

111111

111

6/15/2016

SOIL EROSION MIX


CU YD

CU YD

LF

LF

CU YD

P.L.S. RATE/ ACRE

CLT CLTSL/CH SL/CH

Soil Erosion Mix



2 25








RAMP FILL SECTION

RAMP CUT SECTION








Total (lb)


LA852A

MRD

MRD


MRD

LF

4/06/15

ì

ì

ì

SURFACE

FUTURE

be required.





SURFACE

FUTURE


SURFACE

FUTURE

SURFACE

FUTURE


SURFACE

FUTURE

SURFACE

FUTURE





GENERAL NOTES



acceptable.




the Engineer.








52

2

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

21 la

852a - add 2.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

NO.

1

2

3

SHS SHS




or other material


measurement.





LF

LF


MRD MRD



TON

Silt Fence

LB

LB

LB

LB

EACH

EACH

LB













LSSWPPP Design à

SWPPP Inspection à







Sheet No.

Scott H. Shields

Sheet No.

2017

900 lbs / acre


LB



2 tons / acre

EACH


must be included.







LF

LF


EACH

material.





Mulching

2/01/17







CA

Dconform C

ertify T

his File



SQ YD

6/01/16

1

40

10

0.02 0.06

Filter Sock (8")

ADDITIVE #2

POLLUTION CONTROL

62 U-0473-01 21 37

21

Clean Aggregate Fill

Pipe size may vary

SECTION B-B

NO SCALE

NO SCALENO SCALE

NO SCALE

SECTION A-A

Varies

Temporary Berm

Temporary Berm

2' min.

2:1 max.Vari

es

Face of Slope

Temporary Transverse BermÜ2' min.

2:1 max.2:1

max.

Surface of Compacted Fill

6''

1'

4'

1'

6'' Metal, Plastic or Flexible Rubber Pipe

TYPICAL PROFILE OF TEMPORARY SLOPE DRAIN

TYPICAL PROFILE OF TEMPORARY BERM

SECTION B-B

NO SCALE

TEMPORARY STREAM CROSSING (AGGREGATE)

B

B

Fi l l Material

Articulated Concrete Blocks w/ Filter Fabric

B

B

A

A

NO SCALE

Top of Slope

Temporary Berm

"Length"

80°

Te

mporary Ber

m (Transverse)

Slope

Toe of Slope

TEMPORARY STREAM CROSSING (AGGREGATE)

TEMP. STREAM CROSS. (ARTC. CONC. BLOCKS)

LA852B

STATE

KANSAS


NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATIONDATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

22 la

852b.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

1 Revised Standard WCL RDR10/15/10

Scott H. Shields

POLLUTION CONTROL


Other Approved Material

Rock Dissipator or

earthwork operations progress.

to match height of slope as

Adjust length of Slope Drain

(Transverse)

Temporary Berm

Drain Pipe

Temporary Slope

runoff to Slope Drain.

to contain and direct

"Length" as required

Slope Drain

Temporary

Other Approved Material

Rock Dissipator or

TEMPORARY SLOPE DRAIN

TEMPORARY BERM AND

TYPICAL PLAN VIEW OF

Fill

Clean Aggregate

Area

Over-FlowFill

Clean Aggregate

Area

Over-Flow

A

SECTION A-A

SECTION B-B

Steel Pipe

A

NO SCALE

TEMPORARY STREAM CROSSING (ARTICULATED CONCRETE BLOCKS)

Fill

Clean Aggregate

Fill

Clean Aggregate

6"

6"

Streambed

6"

Streambed

6"

Revised Standard SHSMRM

Revised Standard6/11/13 SHSMRM

2

3

11/01/10

See KDOT Specifications for more informationSee KDOT Specifications for more information

Pipe size may vary

the crossing.

shall flow through the pipes without overtopping

(OHW) flows designated in the Contract Documents

channel bottom such that ordinary high water

placed along the remainder of the stream

of aquatic organisms, with additional pipes

lowest point of the channel to allow the passage

Place 1 pipe buried 6" into stream bottom, in the

the crossing.

shall flow through the pipes without overtopping

(OHW) flows designated in the Contract Documents

channel bottom such that ordinary high water

placed along the remainder of the stream

of aquatic organisms, with additional pipes

lowest point of the channel to allow the passage

Place 1 pipe buried 6" into stream bottom, in the

11/08/2010

Sheet No.

TEMPORARY SLOPE DRAIN

MRM

SHS

Sheet No.

2017

shall be bid by Set Price.

4) Temporary Berms under 2,000 feet

approved by Engineer.

3) Pipe shall be secured in place as

Sediment Basin.

into stabilized ditch or area, or into

2) Discharge of Slope Drains shall be

foreslopes or project backslopes.

Berm may be used on either project

1) Temporary Slope Drain and Temporary

NOTES:

62 U-0473-01 22 37

22

NO SCALE

NO SCALE

CC

PLAN

AA

PLAN

SECTION A - A

SECTION B - B

SECTION C - C

for Stakes

4' maximum spacing

Cross Pieces ( see Notes )

Cross Pieces ( see Notes )

|nlet Grate

6''

6''

2' (min.)

2'

Stakes ( see Notes )

for Stakes

Main Flowline of Ditch

4' maximum spacing

SILT FENCE:

B

B

Apron ( Typ. )


Main Flowline of Ditch Main Flowline of Ditch

|nlet Grate

|nlet Grate

6''

6''

Top of Dike Beyond Inlet

6''

6''

Top of Dike Beyond Inlet

3' (

max. )

1

MRM

Manhole

6" to 8" gap

MRM SHS

Rock = approximately 1" to 2" diameter

2" X 4" board

3/10/2015

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

23 la

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Date:

2

3

Scott H. Shields

Revised Standard



POLLUTION CONTROL


( SI LT FENCE METHOD )

TEMPORARY I NLET SEDI MENT BARRI ER

(TRI ANGULAR SI LT DI KE METHOD)

TEMPORARY I NLET SEDI MENT BARRI ER

CURB INLET PROTECTION

in Anchor Trench.

Soil or Gravel Backfill

Chicken Wire Backing

Silt Fence Fabric over

on 6'' centers (max.).

Stakes and Cross Pieces

and Chicken Wire along

Attach Fence Fabric

of Flow

Direction

Secondary

of Flow

Direction

Secondary

x 1'' (min.) ( typ. )

Wire Staples: 6'' long

x 1'' (min.) ( typ. )


in Anchor Trench.


in Anchor Trench.


in Anchor Trench.


Anchor Trench.

Backfill in

Soil or Gravel

Chicken Wire Backing

Silt Fence Fabric over

x 1'' (min.) ( typ. )Wire Staples: 6'' long

3/01/15

CURB INLET PROTECTION

DROP INLET PROTECTION

Material Requirements

as fill for logs.

non-compost biodegradable material

Use 100% shredded mulch or other

No compost or fines.

No hay or straw.

water infiltration.

Do not use material which prohibits

Log Mesh:

also hold fill materal in place.

Mesh must allow water infiltration but

Use mesh with ‚" openings or larger.

installation.

keyed into ground during

Note: 25% of log shall be

Tightly overlap ends

Bags = synthetic net (3mm mesh) or burlap bags

2'

min.


DROP INLET PROTECTION

BIODEGRADABLE LOG/FILTER SOCK

Stake every 4'

as Filter Sock.

4. Curb inlet protection will be measured and paid for

approved by the Engineer.

bags such as the "Gutter Buddy". Products must be

3. Alternative products may be used other than gravel

above top of curb.

2. Height of bags (8" minimum diameter) must not be

such a way that no gaps are evident.

1. If multiple gravel bags are required, place them in

3/01/13

1'-6" TO 1'-8" diameter log

Drop inlet use

Sheet No.

TEMP. INLET SEDIMENT BARRIER (SILT FENCE)

TEMP. INLET SEDIMENT BARRIER (T.S.D.)

LA852C

SHS SHS

Sheet No.

2017

silt fence required.

5. Refer to plan sheets to estimate the length of

4. Use of high flow material is acceptable.

3. Attach fence fabric securely on 6" centers (max).

2. Cross pieces shall be of same material as stakes.

d. Synthetic - same strength as wood stakes.

1'-0"; or

c. Steel U, T, L, or C Section - .95 lbs. per

b. Southern Pine (No. 2) - 2 †" x 2 †";

a. Hardwood - 1 ‰" x 1 ‰";

of the following materials:

1. Stakes shall be 4' (min.) long and of one

x 1'' (min.) @ 3' o/c


6/01/13

RA

RARA

62 U-0473-01 23 37

23

B

B

A

A

TYPICAL ELEVATION

NO SCALE

Silt Fence Fabric

Silt Fence Fabric

SILT FENCE:

GENERAL NOTES

Stake

TYPICAL ELEVATION

Stakes (typ.)

SECTION A - A

6''

6''

2'

2' (min.)

4' ( max. )

INSTALLATION NOTES

LA852D

MRM

PRODUCT

Slo

pe Gradie

nt ë4H:1V 40 60 80

3H:1V 30 45 60

9" Sediment Log 12" Sediment Log 20" Sediment Log

(ft) (ft) (ft)

9/14/2016

Scott H. Shields

POLLUTION CONTROL


SHS

SHS

of Flow

Direction

in Anchor Trench.


(on center)

4' ( max. )

(on center)

4' ( max. )

Silt Fence

Groundline at

Trench

Backfill in Anchor

Soil or Gravel

(min.) @ 3' o/c

6'' long x 1'' wide

Wire Staples:

Revised Standard

BIODEGRADABLE LOG MATERIAL

9"

12"

LOW FLOW HIGH FLOW

Excelsior / Wood Chips / Coconut Fiber



Revised Standard

Standards.

mulch, shall meet the North American Weed Free Forage

mulching and erosion control practices, excluding wood based

4) Agricultural products, such as native prairie hay, used for

SECTION B-B SECTION B-B

of FlowDirection

3' wide

Geotextile fabric

Tire compaction zone

6" - 12" depth

Machine slice

post embedment

2' min.

4' max. spacing

4' min. length post at

OR

(50 lb. tensile strength) located in top 8".

approved by the field engineer,

Plastic zip ties, or other material

top 8".

(50 lb. tensile strength) located in

approved by the field engineer,

Plastic zip ties, or other material

3/01/15

18"-20"

Straw/Compost

Straw/Compost

Straw/Compost



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'D

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

FHWA APPROVAL

KANSAS

Std.

Base

File:

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

24 la

852d.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

CADD

CADD CK.

1

2

3

Sheet No.

SHS

Sheet No.

2017

RA

RA

6/01/13

4. Refer to plan sheets to estimate the length of silt fence required.

3. Use of high flow material is acceptable.

performance basis.

Alternate attachment methods may be approved by the Engineer on a

2. Attach fence fabric with 3 zip ties within the top 8" of the fence

d. Synthetic - same strength as wood stakes.

c. Steel U, T, L, or C Section - .95 lbs. per 1'-0"; or

b. Southern Pine (No. 2) - 2 †" x 2 †";

a. Hardwood - 1 ‰" x 1 ‰";

1. Stakes shall be 4' (min.) long and of one of the following materials:

Biodegradable Log or Filter Sock Slope Interruptions

Deviations should be approved by the Field Engineer.

a short section turned upgrade at each end of the barrier.

1) Slope interruptions shall be placed along contour lines, with

SHS

6/28/16 Revised Standard RA SHS

BIODEGRADABLE LOG SLOPE INTERRUPTIONS

250 feet, and the barrier ends need to be staggered.

2) The maximum length of the slope interruptions shall not exceed

immediately by Contractor at no additional cost to KDOT.

maintenance or lack of maintenance, shall be repaired

3) Interruptions damaged by Contractor's negligence, including improper

SILT FENCE BARRIER

Direction of Flow

Biodegradable Log Section

18'' ( min. ) diameter

(Optional)

Downstream Apron

Direction of Flow

(Optional)

Downstream Apron

(Optional)

Alternative Staking



ALT. DETAIL

OPTIONAL

‚h

‚h

OR Filter Sock

BIODEGRADABLE LOG OR FILTER SOCK

or 8" Filter Sock or 12" Filter Sockor 18" Filter Sock

SLOPE INTERRUPTIONS

BIODEGRADABLE LOG / SILT FENCE

with minimum ground embedment equal to the height of the log / sock.

5. Length of stakes should be 2 times the height of the log at a minimum

prepared ground with no gaps between the sock and soil.

minimum of 25% of its height. Compost filter socks should be placed on smooth

4. Each log or sock (except compost filter socks) should be keyed into the ground at a

3. Refer to plan sheets to estimate length of biodegradable log and filter sock required.

2. Wood stakes shall be 2'' x 2'' (nom.).

1. Place biodegradable logs or filter sock tightly together minimum overlap of 18".

CA

Dconform C

ertify T

his File


62 U-0473-01 24 37

24

1

NO SCALE

Traffic Lane

Traffic Lane

Traffic Lane

Traffic Lane

Typical Arrangement of Ditch Checks

TYPICAL DITCH CHECK LAYOUT PLAN

L

1.0

2.0

3.0

4.0

5.0

125

6/01/13 MRM

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

25 la

852e.d

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MA

Y-2017 15:3

5

hdougherty

Plotte

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By:

File:

Plot

Locatio

n:

Plot

Date:

2

3

Scott H. Shields9/14/2016


POLLUTION CONTROL


(%)

SLOPE

DITCH C

(FEET)

INTERVAL

SPACING

GENERAL NOTES

DITCH CHECKS

Sheet No.

LA852E

SHS

SHS SHS

RAA

SHS

RAA

Sheet No.

2017

except Rock Ditch Checks.

NOTE: Use this spacing for all

Revised Standard RAA SHS

25

L

1.0

2.0

3.0

4.0

5.0

(%)

SLOPE

DITCH C

(FEET)

INTERVAL

SPACING

except Rock Ditch Checks.

NOTE: Use this spacing for all

20

CHECK SPACING

18" FILTER SOCK

60

40

30

110

55

35

25

CHECK SPACING

20" BIOLOG

Revised Standard RAA SHS

6/28/16

repaired by Contractor at no extra cost to KDOT.

improper maintenance or lack of maintenance, shall be

2) Ditch checks damaged by Contractor's negligence, including

is 6 percent or greater.

2) Use only rock checks in situations where the ditch slope

Contractor.

1) The choice of ditch check methods is at the option of the

8/10/16

CA

Dconform C

ertify T

his File


62 U-0473-01 25 37

25

ROCK DITCH CHECK NOTES

1. Rock shall be clean aggregate, D50 = 6''.

6"Ground Level

la852g.d

gn

NO SCALE

NO SCALE

L

5''

5.0

6.0

7.0

8.0

9.0

10.0

50

43

36

33

29

60

Direction of Flow

TYPICAL ELEVATION

SECTION B - BPLAN

TYPICAL ELEVATION

SECTION A - A

Direction of Flow

B

B

A

A

Staples (typ.)

ROCK DITCH CHECK

Direction of Flow

BIODEGRADABLE LOG DIKE NOTES

Stakes (typ.)

4' ( max. )

4' ( max. )

3. Do not use rock ditch checks in clear zone.

6'' ( min. )

2'

10'

BIODEGRADABLE LOG DITCH CHECK

4'' ( min. )

9/14/2016 Scott H. Shields

ROCK DITCH CHECKS

BIODEGRADABLE LOG DITCH CHECKS

LA852G


STATE

KANSAS


NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATIONDATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

26 la

852g.d

gn

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MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

POLLUTION CONTROL


(%)

SLOPE

DITCH C

(FEET)

INTERVAL

SPACING

for Rock Ditch Checks.

NOTE: Use this spacing only



CHECK SPACING

TEMPORARY ROCK DITCH

10/21/15 Revised Standard SHS

Sheet No.

SHS SHS

2

1

Sheet No.

2017

(Optional)

Downstream Apron

(Optional)

Downstream Apron

OR Filter Sock Ditch Check

3

RAA

RAA RAA

Temporary Ditch Check (Rock).

This work shall be subsidiary to the bid item

and compact any over excavated soil to ditch grade.

of 6" (150mm). After placement of the rock, backfill

of the Rock Ditch Check and to a minimum depth

rock, the ditch shall be excavated to the dimensions

fill any eroded areas. Prior to placement of the

4. Excavation: The ditch area shall be reshaped to

RAA

9/15/14 RAA

SHS

over, not around ditch check.

2. Place rock in such manner that water will flow

8/10/16 Revised Standard SHSRAA

warrant their use.

for the downstream portion of the check when conditions

6. The Engineer may approve the use of larger aggregates

alternate to the 6" rock, if approved by the Engineer.

5. Aggregate excavated on site may be used as an

or smaller.

portion of the check should be constructed of D50 = 6"

7. When the use of larger rock is approved, the upstream

5''

Direction of Flow

(Optional)

Downstream Apron

(Optional)

Alternative Staking



ALT. DETAIL

OPTIONAL

between the sock and soil.

placed on smooth prepared ground with no gaps

25% of its height. Compost filter socks should be

should be keyed into the ground at a minimum of

6. Each log or sock (except compost filter socks)

the contract unit price.

by the Engineer. Apron material will be paid at

5. A downstream apron is required when directed

downstream apron when required.

4. Use Erosion Control (Class 1) (Type C) as the

the log.

stakes shall be a minimum of 2 x the diameter of

2114 of the Standard Specifications. Length of

3. Stakes shall be wood or steel according to Section

2. Overlap sections a minimum of 18".

end of ditch check.

necessary to ensure water does not flow around

1. Use as many biodegradable log sections as

CA

Dconform C

ertify T

his File


62 U-0473-01 26 37

26

POLLUTION CONTROL


LA852H

2.5:1

or flatter 2.5:1 or flatter

6'-0" Top (min.)

ÚEmbankment stabilized with vegetation

1' á

Existing ground lineÛ

Stormwater Storage

Sediment Storage

Trash RackÜ

1'-

0"

min.

Freeboard

Ú18" pipe (min.)

2) Lengths and top dimensions shall be determined in the field by the Engineer.

NOTES:

Emergency Spillway (Shot rock)

ÚStabilized outlet (shot rock)Anti-flotation Concrete Block

SEDIMENT STORAGE BASIN (ELEVATION)

SEDIMENT STORAGE BASIN (PLAN)

Ú18" pip

e (min.)

Toe of bermÜ

ÙToe of berm

CROSS SECTION (EMERGENCY SPILLWAY)

9"

min.

Top width

Variable

1'-

0"

ìShot rockÜ

3:1 3:1

ÙAnti-seep collar (6" conc.) ÙAnti-seep collar (6" conc.)

Diameter

A

A#4 u bars

#4 u bars

1•" Cl.

CONCRETE ANTI-SEEP COLLARSECTION A-A

#4 u bars

6"

18" (min.)

18" (min.)

(2 per collar)

BB BB BB

shall be paid as "Temporary Sediment Basin".

pipes, aggregates and all other incidentals necessary to construct the basin,

necessary, including but not limited to, the fill material, compaction, drainage

the Engineer or as approved in the SWPPP Schedule. All work and materials

1) Temporary Sediment Basins shall be constructed at locations as directed by

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

27 la

852h.d

gn

19-

MA

Y-2017 15:3

5

hdougherty

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

NO.

1

2

3

SHS SHS SHS

(4'-6" min.)

3 x Pipe Diameter

(4'-

6"

min.)

3 x Pip

e Dia

meter

Co

mpaction

Type B(M

R-90)

Berm (min.)

6'-0" Top of

(Shot rock)

Emergency Spillway

with vegetation

sta

biliz

ed

Em

bank

ment

with vegetation

sta

biliz

ed

Em

bank

ment

with vegetation

sta

biliz

ed

Em

bank

ment

and 18" Riser

Concrete Block

Anti-flotation

(top or sid

e slo

pe)

Emergency Spillw

ay

1'-0" overlap)

length with

u-bar (10'-6" min.

(min.)

18"

(min.)

18"

(min.)

18"

SEDIMENT STORAGE BASIN

SEDIMENT STORAGE BASIN LOCATIONS

STATION TO STATION SIDE REQUIRED STORAGE CAPACITY

09/24/2013

Sheet No.

Scott H. Shields

Sheet No.

2017

7/17/13 Revised Standard MRM SHS

12 rows of •" dia. holes 1‚" C.C.

3' minimum thickness

4' x 6' concrete or stone pad for skimmer

Notes:

Front View

Side View

SKIMMER DEWATERING DEVICE

4"

12"48"

Principal spillway

Principal spillway

Orifice

MRM SHS9/3/13 Added Skimmer Dewatering Device

(See note 3)

Orifice

4" (typ.)

Inlet pipe should be 6" to 12" from bottom of riser.

Must be water tight.

Flange and coupler assemblies.

skimmer comes to rest on pad.

Use tether's or guide post's to ensure

The design must be approved by the engineer.

from the surface at a controlled rate.

4. Other skimmer designs maybe used that dewaters

time to 2 to 5 days and approved by the engineer.

3. The orifice shall be sized of to provide drawdown

the pond outlet structure with water-tight connections.

2. HDPE flexible drain pipes is to be attached to

1. All P.V.C. pipes are to be schedule 40.

of the drainage area.

3) Skimmer dewatering device required and must be used reguardless the size

62 U-0473-01 27 37

27

24" Strip of Detectable Warning

REINFORCEMENT DIAGRAM

6"GENERAL NOTES

Construction joints or planes

of weakness spaced @ 6'-0"

ctrs. or less.

Ste

ps

12"

L E

ntr

ance

c Sidewalk through

entrance

Approach slabBack of curb

L gutterF

Front lip of gutter

Entrance

pavement Construction joint

Normal sidewalk

Landing

5'-0"min.

Landing

Welded wire reinforcement

6 x 6 - W4 x W4

TYPICAL PLAN

SIDEWALK THROUGH ENTRANCE

2-10-10 S.W.K. J.O.B.

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

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

T.T.R. S.W.K.

Revised notes & General Note

5-23-1 1 Revised notes

10-17-1 1 Revised General Note

A

A

C.&G.RampSidewalk Pav't.

4"

Expansion jt.

Landing

Reinforcement as in adjacent curb & gutter.

SECTION A-A

10:1 or

Flatter

SECTION B-B

B

B

Curbed Sides

Ramp

Landing

C

C

RampSidewalk

4"

Landing

SECTION C-C

Curbed Sides

RampSidewalk

4"

Landing

SECTION D-D

Ramp Sidewalk

4"

Ramp

Ramp

FLARED SIDE ALT.

br

uC fo

kcaB

Ramp

Landing

Ramp

Landing

A

A

A

A

D

D

D D

1 1

10

9

STATE

KANSAS


TOTALSHEET NO.

28 rd725.d

gn

File :

Dra

wn B

y :

hdougherty

Plotted :19-M

AY-2

017 1

5:3

5



& STEPS

SIDEWALK, RAMPS,

FHWA APPROVAL

DESIGNED

DETAILED


RD725

TRACED

TRACE CK.

QUANTITIES

APP'D.

12 2-23-17 Rev. Ramp Typ., Gen. Note, & Details

Landing

Ramp

A

A

Ramp

Landing Landing

A

A

Landing

A

A

B

B

Curbed Sides

Ramp

SCOTT W. KING

Maxim

um spacin

g 125'

DETAIL

PASSING SPACE

200'-0" (max)

4'-

0"

5'-

0"

CURB RAMP (TYPE I)

PERPENDICULAR

(ALT. TYPE I )

CURB RAMP THRU CURB RADIUS

PERPENDICULAR

CURB RAMP (TYPE 2)

PARALLEL

(TYPE 3)

BLENDED TRANSITION

THRU CURB RADIUS (ALT. TYPE 3)

BLENDED TRANSITION

CURB RAMP (TYPE 4)

COMBINATION PERPENDICULAR/PARALLEL

CURB RAMP (ALT. TYPE 4)

COMBINATION PERPENDICULAR/PARALLEL

(ALT. TYPE 2)

CURB RAMP THRU CURB RADIUS

PARALLEL

(Typical)

Type 1 Curb Ramps

Landing

A

A

Ramp

Passing Spaces

App. SidewalkApp. Sidewalk

str

uctures,

manholes, inlets, sig

nal poles, and utility poles.

should be avoid

ed.

Fix

ed objects

may in

clu

de, but are not li

mited to, fire hydrants, utility cabin

ets, drain

age

practicable.

Revie

w locations of fix

ed objects.

Pla

cin

g fix

ed objects in conflict

with sid

ewalk and ra

mps

practicable.

The use of Parallel

Curb Ra

mp Thru

Curb Radius (Alt.

Type 2) should be avoid

ed

wherever

Note to Desig

ner: Pla

cin

g newly constr

ucte

d curb ra

mps through curb radii s

hould be avoid

ed

wherever

For alley and entrance pavement see Standard Drawing RD726 for details.

For handrails with ramps see Standard Drawing RD725C for details.

For handrails with steps see Standard Drawing RD725B for details.

Ramps shall be present at each end of a crosswalk.

See Standard Drawing RD725A for additional information.

bid item "Sidewalk Ramps".

All work and materials needed to construct ramps will be paid for under the

bid item "Sidewalk Construction".

All work and materials needed to construct sidewalk will be paid for under the

Conc. (Misc.)".

of steps, but all work and materials are paid for under the bid item "Grade 3.0

Contractor may opt to use Concrete Grade 3.0 (AE) throughout for construction

sidewalk where necessary to fit alleys and entrances, see plans for details.

information. Slope sidewalk toward the street at 2% or flatter. Slope or depress

be substituted for welded wire. See KDOT's Standard Specifications for additional

Construciton" either with or without air entrainment. Macro fiber re-inforcement may

entrance pavement (See Reinforcement Diagram). The bid item will be "Sidewalk

welded wire mesh reinforcement. Gauge and spacing of wires are the same as

Place sidewalk shown to be constructed in back of an entrance 6" thick with

parallel and adjacent to a rigid surface.

Place •" pre-molded (Non-extruding, Type B) joint filler where sidewalk is

joint flush with the surface.

plan details. Where sidewalk abuts a curb place ƒ" Redwood board expansion

spacing of 125'. Place ƒ" Redwood expansion joints at sidewalk junctions, see

Place ƒ" Redwood expansion joints flush with the surface at a maximum

Construct ramps with uniform grade free of sags and short grade changes.

ramps where practicable.

a detectable warning surface in accordance with PROWAG. Limit drainage across

warnings and the manhole lid cannot be removed or relocated; install a lid with

manhole access lids are located on ramps within the area of the detectable

should take precedence over the location of drainage structures. Where existing

drainage structures are being utilized in the new construction. Ramp locations

Do not place drainage structures in line with ramps except where existing

Locate ramps as shown on the plans or as directed by the Engineer.

for hospitals, medical centers, and athletic stadiums.

or proposed sidewalk and curb. Provide curb ramps at mid-block walk locations

Provide ramps at all corners of street intersections where there is an existing

See KDOT's Standard Specifications for additional information.

and ramps where roadway alteration projects take place.

Details shown on this sheet apply to newly constructed and existing sidewalk

replaced, replace sidewalk in accordance with PROWAG.

II Requirements. For an existing sidewalk facility where the sidewalk will be

of Justice/Department of Transportation Joint Technical Assistance on ADA Title

meet this criteria on all roadway alteration projects as defined by the Department

The details depicted here may not be appropriate for all locations. Construct to

of Way Accessibility Guidelines (PROWAG).

Construct sidewalk and ramps in accordance with the current Public Rights

access route definition.

within the pedestrian access route. See PROWAG for pedestrian

furniture, chains, fencing, or railing. Curbed sides are not permitted

Flared Side Alt. when not located adjacent to landscaping, street

Use flared sides in place of curbed sides as shown in

RD725A for additional details.

except where otherwise shown in the plans. See Standard Drawing

plans. Install detectable warnings parallel to pedestrian travel

than or equal to 6'-0", and other locations as shown in the

Transitions (Type 3), median ramp crossings with widths greater

Perpendicular Ramps (Type 1), Parallel Ramps (Type 2), Blended

Detectable warning installation is typical and required on

curb and gutter details.

curb ramps. Refer to Standard Drawing RD725A for additional

Use a counter slope of 5% or flatter at the base of

slope is 5% or flatter.

5'-0" (min). Landings are not required where the ramp running

length measured in the direction of the street crossing of

the same width as ramps and adjacent sidewalk with a

Use a landing slope of 2% or flatter. Landings are

successive ramp runs.

dimensions as previously stated and install a landing between

to tie into existing sidewalk. Maintain ramp slopes and

will exceed 15'-0", ramps may be constructed in succession

roadway grades are relatively flat and curb ramp lengths

other ramp lengths are 5'-0" (min) to 30'-0" (max). Where

height. Curb ramp lengths are 5'-0" (min) to 15'-0" (max). All

the approach sidewalk. Curb ramp lengths will vary with curb

is 2% or flatter. Match the ramp width to the width of

5% or flatter. The maximum allowable ramp cross slope

to 8.3% (max). Ramp slopes for blended transitions are

New construction ramp running slopes are 5% (min)

roadway.

running slopes will match the grade of the adjacent

is constructed parallel or adjacent to a roadway the sidewalk

in the Passing Space Detail. In general, where new sidewalk

passing spaces located at 200' intervals (max) as shown

sidewalk width is less than 5'-0" construct 5'-0" x 5'-0"

wide sidewalk, 4'-0" wide sidewalk may be used. Where

5'-0". Where existing conditions prohibit the use of 5'-0"

The minimum width of newly constructed sidewalk is

approved by the Engineer.

shown. Alternate expansion joint material may be used as

Expansion joint (ƒ" Redwood board) located as

as approved by the Engineer.

sidewalk line. Alternate expansion joint material may be used

back of curb line, at sidewalk back of curb line, or at

Expansion Joint (ƒ" Redwood board) placed at either

3-7-17

62 U-0473-01 2017 28 37

Sheet No. 28

S.W.K. J.O.B.2

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

2-24-05 Class to Grade conc., wire reinf.

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

8-1 5-05 Added Prestressed Ramp Panel alt.

2'-0"

2'-0"

5'-0"

4"

C & G

2"2"

Pav't C & G Ramp Sidewalk

2'-0"

2'-0"

5'-0" 4"

2'-0"

2'-0"

9'-0"

9'-0"

Landing

2"

4"

Var.

max.

12"12"

24" of

paving bricks

8"4"

2 ‚"

0.2

"

0.9"-1.4"

0.65" min

of base dia.

50% to 65%

1.6

" to 2.4

"

1.6" to 2.4"

•" Expansion joints


Combined Curb & Gutter Type ||| (AE)

Edge of pavement

•" Expansion joint

unless shown otherwise on plans.

Compacted Subgrade (Type C)

Broomed-in mortar sand for joints



Combined Curb & Gutter Type ||| (AE)

unless shown otherwise on plans.

flatter

Mortar shall be placed in the holes left from the forms.

to back of curb.

Detectable warnings adjacent

•" Mortar Setting Bed

Paving Brick with truncated domes on mortar bed.

Concrete base and adjacent sidewalk

shall be constructed monolithic.„" maximum desirable gap D

irection of

Pedestria

n tr

avel

6" Concrete Base Concrete Grade 3.0 (AE)Welded wire reinforcement

6 x 6 - W4 x W4

Median ramp

Note: A Median Ramp Crossing shall be constructed at Crosswalk locations.

Median ramp crossing limits will be paid for as "Sidewalk Ramp."

These dimensions are nominal.

SECTION M-M

M

K

K

M

GENERAL NOTES

TYPICAL PLAN

TYPICAL SECTION OF PAVER BRICK

SECTION A-A

SECTION B-B

CURB RADIUS DETAILSSTRAIGHT CURB DETAILS

PAVER BRICK WITH

TRUNCATED DOME SURFACE

TRUNCATED DOME DIMENSIONS

for SQUARE PATTERN

(Parallel Alignment)

PRESTRESSED RAMP PANEL

with

TRUNCATED DOME SURFACE

24"

24"

Acceptable with no mixing of types within an installation.

COMPOSITE PANEL with TRUNCATED DOMES

Back

ofcu

rbÜ

Type 1 Ramp (Typical)

5.0% or flatter

A

B

A

B

Dete

cta

ble warnin

g

Transition to normal curb and gutter section.

See Standard Drawing No. RD725 for additional details.

Gutter shall be shaped to provide positive drainage.

Pedestria

n tr

avel

Direction of

Direction of

Pedestria

n tr

avel

CURB RADIUS DETAILS (COMPOSITE)

24"

Median Crossing (Truncated Dome)

Paving Brick, Prestressed Panel or

Composite Panel (Paving Brick shown)

2'-0"

min.

CURB RADIUS DETAILS

Direction of

Pedestria

n tr

avel

Installation shown for paving brick is running bond, use of other patterns is allowed with Engineer approval. Rotation 90° of Running

bricks in parallel alignment to pedestrian travel as shown.

24"

24"

24"

5'-0" (Typical) 4'-0" (Min. sidewalk width)

Cut Prestressed Ramp Panels to fit.

at each site. Layouts shown are for example and may vary in the field.

4

T.T.R. S.W.K.

2-1 0-1 0 Added Composite Panel

STATE

KANSAS


TOTALSHEET NO.

29 rd725a.d

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File :

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Plotted :19-M

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AUXILIARY DETAILS FOR

SIDEWALK & STEPS

FHWA APPROVAL

DESIGNED

DETAILED


RD725A

TRACED

TRACE CK.

QUANTITIES

APP'D.

C & G

Edge of pavement

•" Expansion joint

adjacent to back of curb

Detectable warnings

Median ramp

SECTION K-K

L

L

(L ï 6'-0")

WIDE MEDIAN RAMP CROSSING

(L < 6'-0")

NARROW MEDIAN RAMP CROSSING

Slope 12:1 (max) to 20:1 (min)

Slope 12:1 (max) to 20:1 (min)

not install detectable warnings on narrow median ramp crossings.

Note: A Median Ramp Crossing shall be constructed at Crosswalk locations. Do

the detectable warning areas.

Wider median islands will result in a 2' minimum gap between

to direction of pedestrian travel

Bottom grade break perpendicular

grade break or back of curb

Detectable warnings placed at bottom

ÙBottom grade break or back of curbÙBottom grade break

ÙBottom grade break

5.0% or

2.0% or flatter

8.3% (max) to 5.0

% (min)

2.0% or Flatter Landing

5 2-23-17 Rev. Gen. Note & Panel Det.

curb ramp as shown.

Transition Combined Curb & Gutter Type ||| (AE) through

Y

Y

Y

Y

SCOTT W. KING

Bond pattern is allowed to reduce space between bricks on curb radius installation, keep this space to a minimum. Place truncated domes on

Curb radius or greater than 5' ramp width will require more than one panel as approved by the Engineer. Limit number of panels installed

grade break as shown.

back of curb. Otherwise, place detectable warning at the bottom

located through a curb radius, place detectable warning at the

ramp grade break is greater than 5'-0" or the ramp is not

When the dimension "Y" from the back of curb to the bottom

radius, cut radius from 3'-0" long composite panel.

Where truncated domes are placed through a curb

bid item "Sidewalk Ramps (Detectable Warning)".

All work and materials needed to install detectable warnings will be paid for under the

mortar bed and mortar sand, see KDOT's Standard Specifications for information.

Prestressed or Composite Panels are installed in fresh concrete, Paver Bricks require

direction of pedestrian travel unless otherwise shown in the plans.

full brick or panel installed. Place Truncated Dome Bricks or Panels to align parallel in the

Drawing RD725 & RD725A. Saw cut (only) bricks or panels with not less than 25% of a

Cover the ramp width and 24" length with truncated dome surface, see examples Standard

with a detectable warning surface in accordance with PROWAG.

area of the detectable warnings and the manhole lid cannot be removed or relocated, install a lid

panel to adjacent surfaces. Where existing manhole access lids are located on ramps within the

of the Standard Specifications and comply with PROWAG. Use a contrasting color paving brick or

Brick, Prestressed or Composite Panel (Truncated Dome Surface) units that meet the requirements

install detectable warning surfaces through residential driveway crossing locations. Use Paving

Install detectable warning surfaces at all ramp locations unless otherwise shown. Do not

to this drawing to the maximum extent feasible.

an existing sidewalk facility where the sidewalk will be replaced, replace sidewalk according

Department of Transportation Joint Technical Assistance on ADA Title II Requirements. For

criteria on all roadway alteration projects as defined by the Department of Justice/

Details depicted here may not be appropriate for all locations. Design to meet this

Accessibility Guidelines (PROWAG).

Construct sidewalk and ramps in accordance with the current Public Rights of Way

3-7-17

flatter

5.0% or

62 U-0473-01 2017 29 37

Sheet No. 29

6"

1•

"

Anchor Plate

‚"

PLAN- ANCHOR PLATE

Typ.

Weep Hole

Handrail

1•" I.D. Galv.Û

Typ.‚"

1•" I.D. (Extra Strong)

Galvanized Stairpost

1•

"3"

6"

3"1•" 1•"


Galvanized Stairpost

SECTION K-K

8" Retaining Curb

ÚGrind joints smooth (Typ.)

Place Anchor Bolts to maintain

clearance from outside wall

†"x8"x2"x4" Anchor bolt,

Nut & Lock Washer

…"x6"x6" Galvanized

…"x6"x6" Galvanized Anchor Plate

Lock Washers and Hex Nuts

GENERAL NOTES

5'-

0" (min.) Sid

ewalk/

Ste

ps

5'-

0" (min.) Sid

ewalk/

Ste

ps

PLAN AND SECTION STEPS

8"

6" Footing

ÚE

xpansio

n joint (3/4 " red

wood board)

Expansio

n joint (3/4 " red

wood board)Û

4"

"T" ctrs. "T" ctrs. "T" ctrs. "T" ctrs. "T" ctrs. "T" ctrs. "T" ctrs. "T" ctrs. "T" ctrs.

Variable Height

6"

12"

12"

Ùì Steps

Retaining curb

#4 bars @ spacing shown are for 5'-0" wide steps (other widths must be figured).

designs need to be submitted to the State Bridge Office for approval prior to

handrail fabrication.

b-bars

Ùb bar (1-centered bottom of curb)Ó

Úc-bar (1-centered top of curb)

(Curb & First Step)

SECTION for Quantity



(Each additional step)

(Curb & Top 2-Steps)

c-bars (1-centered top of curb)Ü

Ó

under steps)

b-bars (12" ctrs.Û

5‚"

15ƒ

" (footing)

Ùl-bars @ 12" ctrs.

f bars @ "T" spacing (centered under step)

l-bars @ 12" ctrs.

l - Bar

bottom each curb)

Ùb bars (1-centered

f-bars @ "T" ctrs.

f-bars @ "T" ctrs.

c-bar (1- each curb)

Ób -bars (1-centered bottom each curb)Ü



f-bars @ "T" ctrs.

Ób -bars (1-centered bottom each curb)Ü Ùb-bars @ 12" ctrs.

12" ctrs.

Ùb-bars @ 12" ctrs.

Concrete= 0.37 cu. yd.

Reinforcing Steel= 19.2 lbs.


Reinforcing Steel= 8.9 lbs.(5'-0" Concrete Steps)

(Bending Diagram)

("R"=6ƒ", "T"=11")

Reinf. Steel Lbs.

Note: To bid Concrete and Steel Quantities for Steps, add Curb & First Step quantitities to Curb & Top

Retaining curb

6'-0" O.C. (max.)

Equal spaced panels

3"

12"

(min.)

Weep HoleÜ


Galvanized StairpostWeep Hole

8"

6'-0" O.C. (max.)

Equal spaced panels

2"

Weep H

oleÜ

Sidewalk

Sidewalk

Pay

Length - H

andrail f

or Steps

HandrailÜ

K

K

Grind joints s

mooth (

Typ.)Ü

Length of Steps (see Plan Design)

l bars @ 12" ctrs.

f-bars @ "T" ctrs.

b-bars @ 12" ctrs.

Ó2- b -bars (1- centered bottom each curb)

2- c-bars (1- centered top each curb)

3"R.

3"R.

ƒ" ChamferÜ‡"x1•" slotted holes for †" Anchor Bolts,

Handrail orie

ntation

Reinforcing Steel= 29.2 lbs.


2-Steps quantities. This will give a 3-step and curb quantity total. For each additional step add the

"R"=6ƒ" & "T"=11", all other step designs must be calculated..

quantity listed to the 3-step quantity. The quantities shown are for a standard 5'-0" Wide Step with

"T" "T" "T""T""T""T""T""T""T"

12"

2"

6"

6"

"T"

3"

2"

"R"

Step formula:

The maximum "R" = 6ƒ"

"R" x "T" = not less than 70 nor more than 75.

The minimum "T" = 11"

BILL OF MATERIAL

otherwise shown.

Use Grade 60 #4 bars for construction of steps with 2" clearance unless

Fabricate handrail from 1•" I.D. Galvanized Steel Pipe for Rail and 1•"

I.D. Galvanized Steel Pipe (Extra Strong) for Stairposts. Handrail consists

of equal spaced panels not to exceed 6'-0" O.C. (max.). Use galvanized bolts

and hardware for fabrication or installation of handrail. Ground smooth all

welded connections and re-galvanize any areas where the spelter coating has

been damaged. Field welding is not permitted.

Details shown are typical. Shop drawings for Design shown and Alternate

Required handrail materials, incidentals and labor are paid for under the

bid item "Handrail". Payment for handrail is bid on a per linear foot basis

cations.

measured from ì end stair post to ì end stair post. See Standard Specifi-

STATE

KANSAS


TOTALSHEET NO.

30 rd725b.d

gn

File :

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Plotted :19-M

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017 1

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5



STEPS & HANDRAIL

2-1 0-10

J.O.B.

FHWA APPROVAL

DESIGNED

1

DETAILED


RD725B

TRACED

TRACE CK.

QUANTITIES

S.W.K

Revised General Note

APP'D.

Conc. Gd. 3.0 (AE) C.Y.

2 1-25-13 S.W.K. J.O.B.Changed Bid Item Conc. Gr. 3.0

T (min.)

HANDRAIL WITH STEPS

For handrail with ramp details see Standard Drawing RD725C.

anchored handrail see Option 1 this sheet along with relevant details.

Note: Handrail with floor-anchored stair posts shown here. For wall

ÙWeep Hole

ÙWeep Hole

ÙWe

ep H

ole

(Wall Anchored Handrail)

OPTION 1 (ELEVATION)

(Wall Anchored Handrail)

OPTION 1 (PLAN)

ÚHandrail

ÚWall

1 •" (min.)

ÙHandrail

•T

•H

H

34" (min.) - 38" (m

ax.)

H

34" (min.) - 38" (m

ax.)

Handrail

1•" I.D. Galv.Û

‚"Typ.

ELEVATION PLAN

D = …"

…"

2 •"

(See Detail A this Sheet)

Galvanized Wall Mounting Bracket

2" I.D.

5"

3 2-23-17 T.T.R. S.W.K.Revised Handrail

Embedded 6" (Epoxy Anchored)

Rod w/ Nut and Lock Washer

Š" Grade A A307 Threaded

sides of steps.

Handrail is required with steps. Handrail, where needed, is required on both

•" Radius

Rounded Nosing

SCOTT W. KING

will be Subsidiary to the bid item "Concrete (Grade 3.0) (AE)".

Excavation for construction of Steps will not be paid for directly, but

…"

(Galvanized Steel Wall Mounting Bracket)

DETAIL A

approved equivalent as approved by the Engineer.

The wall mounting bracket shown on this sheet may be substituted with an

Non-Extruding Type B joint filler or approved equivalent.

fall protection is required.

The railing shown on this sheet is not intended for use where railing for

3-7-17

62 U-0473-01 2017 30 37

Sheet No. 30

6"

"X" 12'

"L"

Pump

Island

Sta. s

how

n on

Pla

ns for entr.

Sidewalk

5'-0"

3"3"

Var.

Variable

"Y" (Variable)

(Approach Slab)

sloping downward.

attain curb height before

grades, approach slab shall

NOTE : On down entrance

Var.

Back of approach slab

The angles may be varied to fit special conditions.

1" Expansion jointGENERAL NOTES

45° to 90° for one-way operation

60° to 90° for two-way operation

Variable

/2

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

D á •"

/2D á •"

/2D á •"

SECTION B-B

SECTION C-C

SECTION A-A

2'-6"

45°

3"

9"

"Y" (

Varia

ble)

5'-

0"

Normal Width

{

B

Pay for full height

curb to this point.

1

2'-6"

î of GutterÛ

TYPICAL PLAN FOR

NORMAL ENTRANCE PAVEMENT

Gutter or 1•" Monolithic Edge Curb

A

A

ÚConst. Jt.

ÙConst. Jt.

ÙContr. Jt.

ÚContr. Jt.

Ú1" Expansion jt.

CC 54°

B

Note: Value of "W" for Normal entrance.

13' min. for Private entrance.

16' min. for Alley.

40' max.

W (For normal Entrance or Alley)

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

{

2'-6"

(Max. 32')

•"W"

Sla

b)

(Approach

5'-

0"

"Y" (V

aria

ble)

"W"

3"

9"

2'-6"

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

or 1•" Monolithic Edge Curb. ( Use nearest foot)

B

C

A

B

F.L. of GutterÛ

TYPICAL PLAN FOR

SKEWED ENTRANCE PAVEMENT

ÙConst. J

oint

See General Note

C

Ú1" Expansion jt.

•"W"

ATransition from 6" curb to 1•" curb

Transition from 6" curb to 1•" curb

ì

{

(Min.)

not to extend beyond ð

TYPICAL LOCATION SKETCH

FOR SKEWED ENTRANCES

Where "X" = 20', then "L"= 55'

Where "X" = 25', then "L"= 60'

Where "X" = 30', then "L"= 65'

Where "X" = 35', then "L"= 68'

Where "X" = 40', then "L"= 70'

W4 x W4




WWR 6 x 6-

31 rd726.d

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File :

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Plotted :19-M

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STATE

KANSAS

YEARPROJECT N0. SHEET NO.



RD726

DESIGNED

DETAILED

DESIGN CK. DETAIL CK.

QUANTITIES

QUAN.CK.

TRACED

TRACE CK.

APP'D.

SHEETS

TOTAL

ALLEY & ENTRANCE PAVEMENT

J.O.B.5 R.J.S.

J.O.B.

7- 1-97 Rev. wire mesh, thickness and notes

J.O.B.

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

S.W.K.

7 S.W.K.10-20-10

Use #4 x 2'-0" deformed tie bars @ 12" spacing as an

alternate to welded wire fabric through approach slab joints.

Construct a longitudinal tied joint at W/2 on slabs greater

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

vehicles entering and leaving the entrance, minimum joint

spacing is 6 feet.

Construct entrance approach slab unless otherwise shown.

slab is shaped as shown regardless of sidewalk location.

Where entrance pavement is required to extend beyond the

5' approach slab, follow the extension lines shown to the limit

of dimension "Y". Beyond this limit match normal alley or en-

trance driveway pavement width. The 5' concrete approach

Add. macro fiber opt., General note

Where valley gutter,alley,and/or entrance pavement is the only

pavement on the project, Concrete Grade 3.0 (AE) may be used,

subgrade paper and joint parting strips are not required.

No tie bars or wire reinforcement should extend through the

joint of the approach slab into the sidewalk or alley.

Approx. weight of welded wire reinforcement = 58 lbs. per

100 sq. ft..

Curb Height

Sta. shown on plans.

Normal AxisWWR 6 x 6-

W4 x W4

Back of Curb

ÚConst. J

oint

Limit of Entrance PavementÜ

Limit of Entrance PavementÜ

WWR 6 x 6-

W4 x W4

WWR 6 x 6-

W4 x W4

Sla

b)

(Approach

ÚBack of Curb

See General Note

Úð

Úð

ÚBack of Curb

Úð

Use 1" preformed Expansion Joint Filler (Type B) for concrete

1" expansion joint.

SidewalkSidewalk

Sidewalk Sidewalk

Pay for full height curb to this point.

REINFORCEMENT DIAGRAM

L E

ntr

ance

c Sidewalk through

entrance

Approach slabBack of curb

L gutterF

Front lip of gutter

Entrance

pavement Construction joint

Normal sidewalk


6 x 6 - W4 x W4

SIDEWALK THROUGH ENTRANCE

See Std. Drawing RD725 & RD725A for additional sidewalk details.

Use chairs for correct vertical placement of welded wire rein-

forcement and/or tie bars.

Welded wire can be substituted with a macro fiber. See stan-

dard specifications for macro fiber and dosage requirements.

FHWA APPROVAL

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

SCOTT W. KING

toward the street at 2% or flatter.

Where sidewalk is constructed through an entrance slope sidewalk

3-7-17

62 U-0473-01 2017 31 37

Sheet No. 31

Sh. No.

2017 3732

32

Taper

Work space Downstream

TYPICAL WORK ZONE COMPONENTS

Advanced warning area Transition

Area

Activity area Termination area

SPEED (MPH)

LENGTH (ft)

20

115

25

155

30

200

35

250

40

305

45

360

50

425 495

55 60

570

65

645

70

730

75

820

Dra

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File :

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Plotted :

32 te700.d

gn

19-M

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017 1

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5

3

2

1 08/18/15

K.E.

R.W.B.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE700 08/18/15

B.A.H.

R.W.B

Kristina Ericksen

Channerlizer spacing info

GENERAL NOTES

TRAFFIC CONTROL

Posted speed prior to work starting

2

(temporary)

Pavement marking

device

Channelizing

is 40 mph or less)

optional if posted speed limit

(sloped concrete treatment is

Inertial barrier system

barrier system

Concrete safety

display

Arrow

taper

Shoulder

Taper "L" space

BufferDistance

A

Distance

B

Distance

C

Minimum advance warning sign spacing (in feet):

URBAN (40 MPH OR LOWER)

URBAN (45 MPH OR HIGHER)

RURAL (55 MPH OR LOWER)

RURAL (60 MPH OR HIGHER)

1000

750

500

350

100

A B

100

350

500

750

1500 2640

750

500

350

100

C

less than 100', unless directed by the engineer.

The minimum spacing between signs shall be no

maximize visibility.

as approved by the engineer in order to

beyond the minimum values in the table above

The spacing between any signs may be increased

W =Width in offset feet

prior to work starting in MPH

S =Numericial value of posted speed

Where: L =Minimum length of taper in feet

L = WS for speeds of 45 MPH or more

Taper Formulas:

Buffer Space

devices are not needed along the tangent barrier section.

When concrete barrier system is used, portable channelizing

*

*

SPEED (MPH)

Posted speed prior to work starting

the roadway prior to work starting.

1) Design Speed: Those items delegated to temporary traffic control

less than 11' may require restricted roadway width signing.

shown on the plans, or as directed by the engineer. A lane width

(measured between centerlines of pavement markings) or as

2) Minimum lane width: Lane widths shall be a minimum of 11'

facility.

features consistent with the features present in the existing pedestrian

the temporary facilities shall be detectable and include accessiblity

4) When existing pedestrian facilities are disrupted, closed, or relocated,

785-296-0355 or 785-296-1183.

contact the Temporary Traffic Control Unit for more information at

6) Alternative temporary rumble strip options may be available. Please

making a midblock crossing.

work sites that will induce them to attempt skirting the work site or

midblock locations) so that pedestrians are not confronted with midblock

volumes, these signs should be placed at intersections (rather than

the roadway. In urban and suburban areas with high vehicular traffic

advance signing that encourages them to cross to the opposite side of

can be provided, pedestrians should be appropriately directed with

Unless a reasonable safe route that does not involve crossing the roadway

bicycle movements from both work site activity and vehicular traffic.

3) Consideration should be made to seperate pedestrian and, if needed,

advance of the condition as long as the condition is present.

W8-15p motorcycle plaque as directed by the engineer. Display signs in

(Road Work Ahead) on mainline approaches. Signs may be used with the

(Grooved Pavement) or W8-7(Loose Gravel) a "C" distance after the W20-1

made of loose material, or when directed by the engineer use the W8-15

5) When the driving surface open to traffic is milled, is a temporary surface

Channelizer placement:

normally at right angles to the traffic flow.

(3) Channelizing devices shall be placed for optimum visibility,

to work starting.

(1) The spacing between devices in transition area (taper) should not

posted speed limit in mph prior to work starting.

activity area should not exceed a distance in feet equal to two times the

(2) The spacing between devices in the advanced warning area and the

work space, only the space upstream of the vehicle constitutes the buffer space.

in the buffer space. When a protection vehicle is placed in advance of the

Neither work activity nor storage of equipment, vehicles, or material should occur

See typical work zone components above.

A full lane width should be available throughout the length of the buffer space.

from the work space, the barrier system shall be considered part of the activity area.

If temporary concrete safety barrier system is used to seperate approaching traffic

the new path. The arrow sign should not be visible to opposing traffic.

(4) Place directional indicator barricades in series to direct traffic onto

downward in the direction traffic is expected to pass.

(5) Alternating diagonal orange and white striping must slope

KD

OT G

raphics C

ertified

KDOT Graphics Certified 08-18-2015

62 U-0473-01

Sh. No.

2017 3733

33

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33 te702.d

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017 1

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE702 06/01/15

L.E.R.

R.W.B.

Kristina Ericksen

CHANNELIZING DEVICES

TRAFFIC CONTROL

36"

APPROX.

18"

MIN. ORANGE

WHITE

6" TO 8"

6" TO 8"

DRUM

ORANGE

WHITE

TRAFFIC CONE

6"

2"

4"

3" TO 4"

MIN.

36"

ORANGE

WHITE

VERTICAL PANEL

4"4"

MIN.

24"

MIN.

36"

45°

to the traffic side for channelization.

The stripes shall slope downward

12"

DELINEATOR

CONICAL

6" TO 8"

6" TO 8"

MIN.

42"

2" MIN.

2"

3"

2" TO 6"

3"

ORANGE

WHITE

TUBULAR MARKER

28" MIN.

Striping as shown for up to 42".

MIN.

36"

24" MIN.

8" MIN.

12" MAX.

6"

6"

ORANGE

WHITE

45°

TYPE 2 BARRICADE

channelization.

All stripes shall slope downward to the traffic side for

For rails less than 36" long, 4" wide stripes may be used.

36"

24"

12"

8"

4"

4"45°

DIRECTION INDICATOR BARRICADE

the motorist into the intended lane of travel.

The direction indicator barricade shall be used in series to direct

The stripes shall slope downward in the direction traffic is to pass.

DEVICE

SUPPORT

EDGE

HAND TRAILING

2" MAX.

2" MAX.

PLATE

DETECTION

HEIGHT

8" MIN.

38" MAX.

32" MIN.

PEDESTRIAN CHANNELIZER

LOCATION

ITEM

PORTABLE

FIXED

NO

(1,2)

(1)

(2)

NO

YES

(3) NO

(1)

(2)

(3) (3) (3) (3) (3) (3)

(3)(3)(3)

Gores

Devices

Lead-in

(2)(2,3)

Direction Indicator Barricade

Vertical Panels

Conical Delineators

Drums

Type 2 Barricade

Tubular Markers

Vertical Panels

Yes

Yes Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

YesYesYes

Cross-o

vers

Diversio

ns

Shoofly

Tangents

Tapers

Ra

mps

Head

Head to

Identifier

Obje

ct

Traffic Cones

(2) (2) (2) (2) (2) (2)

NO NO NO

NO NO

NO NO NO NO

NONO(2) (2) (2)

NO NO (4) (4) (4) (4) (4) (4)

(4) Daytime operations only.

(3) May be used upon the approval of the engineer.

(2) The stripes shall slope downward to the traffic side for channelization.

(1) Not allowed on centerline delineation along freeways or expressways.

NO

the alternate path.

having a slope of 12:1 or flatter and having a width equal to

paths with a firm, stable, and slip resistant temporary ramp

4. Alternate pathways shall be firm, stable, and slip resistant.

and to provide continuous guidance through or around work.

3. Interconnect pedestrian channelizers to prevent displacement

continuous walls.

2. Hand trailing edges and detection plates are optional for

into the pathway.

1. Support device shall not project beyond the detection plate

KD

OT G

raphics C

ertified


62 U-0473-01

ORANGE

WHITE

1000'

500' 500'

500'

500'500'

OR

48"

x 48"

W20-3

48"

x 48"

W20-3

48"

x 30"

R11-2

OR

NOTE:

60"

x 30"

R11-4

60"

x 30"

R11-3

A

WO

RK

SIDE ROAD

FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN

48"X 30"

R11-248"x 30"

R11-2

Note: Sign shown for one approach to intersection (work zone).

OR

WORK

48"

x 30"

R11-2

60"

x 30"

R11-4

60"

x 30"

R11-3

A

48"

x 48"

W20-1

48"

x 24"

KG

20-2

48"

x 48"

W20-3

48"

x 48"

W20-3

Sh. No.

2017 3734

34

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Plotted :

34 te704.d

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017 1

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE704 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

CLOSURES

TRAFFIC CONTROL

Type 3 barricade

Type 3 barricades

Complete closure

position)

(winged

barricades

Type 3

control plans.

as shown on project traffic

appropriate detour signing,

should be accompanied with

The R11-3A and R11-4 signs

Note: Signs shown for one approach to work zone.

Note: Signs shown for one approach to work zone.

Type 3 barricades

Complete Closure

Type 3 barricade

Type 3 barricade

Type 3 barricades

Complete closure

(staggered position)

Type 3 barricades

(no decimal mileage)

mile41Length to the nearest

Use R11-3a if 1 mile or more

Use R11-4 if less than 1 mile

(typ.)

House or field entrance

or field entrance

Last access for house

FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE (MAINLINE OR SIDE ROAD)

use R11-3a if 1 mile or more

Use R11-4 if less than 1 mile

mileage)

mile (no decimal41

Length to the nearest

or public road (typ.)

House, field entrance,

Channelizing device

FIGURE 3: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS

post near each outside corner of the end barricades.

low intensity warning light shall be mounted to the vertical

When barricades are placed end-to-end or staggered, a Type "A"

total area of the three rails.

cover more than 50% of the top two rails or 33% of the

Approved signs mounted on Type 3 barricades should not

20"

20"

6"6"

45°

TYPE 3 BARRICADE WITH LIGHTS

48" Min.

12" Max.

8" Min.

Min.

5'

OrangeWhite

mounted to the vertical post (typ.)

Type "A" low intensity warning light

DETECTABLE BARRICADE

32" Min.

2" Max.

6" Min.

when used

Audible device location

ROAD CLOSED GENERAL NOTES

Pedestrian barricade

R11-3a or R11-4 sign where applicable.

The words "BRIDGE OUT" (or BRIDGE CLOSED) may be substituted for the words "ROAD CLOSED" on the

to the point of complete closure of the roadway is 1 mile or greater.

The R11-3a (ROAD CLOSED # MILES AHEAD LOCAL TRAFFIC ONLY) sign shall be used when the distance

when the distance to the point of complete closure of the roadway is less than 1 mile.

The R11-4 (ROAD CLOSED TO THRU TRAFFIC or ROAD CLOSED LOCAL TRAFFIC ONLY) sign shall be used

completely close the roadway.

end-to-end Type 3 barricades shall be placed just beyond the last access point in the work zone, to

shall be longitudinally staggered to maintain the appearance of a closed roadway. A second line of

As shown in Figure 3, when local traffic must be allowed access into the work zone, Type 3 barricades

sign shall be used with Type 3 barricades (winged position), placed on the shoulders of roadway.

TRAFFIC ONLY) or R11-4 (ROAD CLOSED LOCAL TRAFFIC ONLY or ROAD CLOSED TO THRU TRAFFIC)

location where the roadway is completely closed, the R11-3a (ROAD CLOSED # MILES AHEAD LOCAL

As shown in Figure 1, at the point where thru traffic must detour and local traffic can proceed to the

WITH OPPOSITE SIDEWALK AVAILABLE

FIGURE 4: TYPICAL SIGNING FOR SIDEWALK CLOSED

WORK SPACE

24"

x 12"

R9-9

24"

x 18"

R9-11

24"x 18"

R9-11

24"

x 18"

R9-11

24"x 18"

R9-11

24"x 12"

R9-9

Orange Rail

White Rail

WORK SPACE

SP

AC

E

4. Do not use warning lights on audible devices.

3. Do not use warning lights on pedestrian barricades.

2. Barricades shall be used to close the entire width of the pathway.

plate into the pathway.

1. Support device shall not project beyond the detection

SPACE

XX

KD

OT G

raphics C

ertified


62 U-0473-01

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

MIL

ES

AHEA

D

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

RO

AD

CL

OS

ED

ROAD

CLOSED

ROAD

CLOSED

RO

AD

CL

OS

ED

TH

RU

TR

AFFIC

RO

AD

CLOSED

TO

RO

AD

AHEA

D

WO

RK

RO

AD

CL

OS

ED

500

FT

RO

AD

CL

OS

ED

1000

FT

RO

AD

CL

OS

ED

500

FT

RO

AD

CL

OS

ED

1000

FT

E

ND

RO

AD

WO

RK

SID

EW

ALK

CLOSED

CROSS

HERE

AHEA

D

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SID

EW

ALK

CLOSED

CROSS

HERE

AHEA

D

SID

EW

AL

K

CL

OS

ED

SIDEWALK

CLOSED

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

MIL

ES

AHEA

DX

X

Sh. No.

2017 3735

35

3" C

48"x 12"

6" C

48"x 24"

6" C

SIGN LAYOUT INFORMATION

STD. SIZE

24"x 6"

W8-11

W7-3a

STD. SIZE

48"x 24"

6" C

STD. SIZE

STD. SIZE

10" D6" C

KG20-2

KM4-2O

KG20-5

SP-01

STD. SIZE

8" D

48"x 48"

W8-17

STD. SIZE

48"x 48"

(SPECIAL SIGN)

W8-17P

STD. SIZE

30"x 24"

(OPTIONAL)

STD. SIZE

10" D6" C

SP-02

(SPECIAL SIGN)

UPPERCASE: UPPERCASE:

LOWERCASE: LOWERCASE:4.5" C 8" D

Bottom

Min.

6' - 12'

5'

MIN.

should

er

Edge of

6'

Roadway

traveled way

Edge of of sign

Rural Urban

each other.

pavement. Signs shall not overlap

sign to the near edge of the

4' measured from the bottom of the

mounted below another sign may be

3) The height of the secondary sign

minimum of 7' above the ground.

breakaway posts shall be mounted a

50 square feet installed on multiple

2) Large signs having an area exceeding

pavement.

the bottom of sign to the near edge of the

at a minimum height of 5' measured from

1) Ground-mounted signs shall be mounted

FLAG

FLAG STAFF

sign post

light mounted to action warning

Type "A" low intensity warning

65°

45° TO

65°

45° TO

9"

3"

9"

3"

12"

5"

48"

48"

7"

5"

8"

4"

3'-0"8"

3"

4"

4"X

3.1"41.8"

3.1"

0,0

Y

0.9"

MOUNTING

BACKGROUND

WIDTH x HEIGHT

SIGN NUMBER

CORNER RADIUS

BORDER WIDTH

GROUND

3.0"

4'-0" x 3'-0"

FINES DOUBLE

KI-104a

23.0

D

8.0

28.69.7 6.4 3.2 7.3 6.4 5.4 9.7

11.0

D

8.0

40.33.9 6.9 7.5 7.3 7.3 6.4 4.9 3.9

4.0

D

4.0

41.83.1 1.6 2.7 3.2 4.3 3.8 3.6 2.8 3.2 3.4 3.8 3.6 3.2 2.7 3.1

Y

FONT

HT

LENLETTER SPACINGS

KI-105a

SPACINGS ARE TO START OF NEXT LETTERDIMENSIONS IN INCHES

4'-0"

F I N E S

D O U B L E

I N W O R K Z O N E S

1.0"

TYPE:

TYPE:

COLOR:

COLOR:

MOUNTING

BACKGROUND

WIDTH x HEIGHT

SIGN NUMBER

CORNER RADIUS

BORDER WIDTH

REFLECTIVE

GROUND

4.0"

4'-0" x 4'-0"

WHITE

BLACK

NON-REFLECTIVE

GIVE EM A BRAKE

STRIPE WIDTH 3.0"

COLOR:

TYPE:STRIPES REFLECTIVE

ORANGE

LEGEND FONT

25 DEGREE SLANT

DUTCH 801 ROMAN SWC

The informational signs are not to interfere with the traffic control signs for the project.

may designate a more appropriate location if conditions dictate.

Install signs a minimum of 500' in advance of the road work ahead sign. The engineer

direction of traffic.

Typically, there are two sets of informational signs installed per project: one for each

Notes:

2. With the engineer's approval, use acceptable alternative sign stands.

1. Shift the sign location. Do not violate minimum sign spacing.

In the case of hitting rock when driving posts

posts.

post. All signs less than 9' in width shall use a maximum of two wood

posts may be used with a minimum of 4' between the centerline of each

When the sign width is equal to or greater than 9', three or more wood

Bottom

Face of

Fro

m t

op

Roadway

* 7'

Min.

of curb

of sign

curb

* 2' Min.

back of curb.

walkway nor shall it project beyond the

the sign and shall not protrude into the

the pedestrian pathway to the bottom of

minimum of 2' measured from the top of

6) Pedestrian detour signing shall be a

minimum of 7' above the ground.

breakaway posts shall be mounted a

50 square feet installed on multiple

5) Large signs having an area exceeding

overlap each other.

near edge of the pavement. Signs shall not

measured from the bottom of sign to the

mounted below another sign may be 6'

4) The height from of the secondary sign

facilities.

not project more than 4" into pedestrian

3) Signs mounted lower than 7' should

bicycle traffic.

or areas designated for pedestrian or

supports should be located on sidewalks

2) Neither portable nor permanent sign

of sign to the near edge of the pavement.

height of 7' measured from the bottom

1) Signs shall be mounted at a minimum

*

TYPE: REFLECTIVE

COLOR: WHITE

TYPE: NON-REFLECTIVE

COLOR: BLACK

by the engineer.

Mileage to be determined

STD. SIZE

8" D

48"x 48"

STD. SIZE

8" D

48"x 48"

STD. SIZE

30"x 24"

W8-15

W8-15p

W8-7

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35 te710.d

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE710 06/01/15

R.W.B.

R.W.B.

Kristina Pyle

SIGN INFORMATION

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


62 U-0473-01

UNEVE

LANES

N

END

ROAD WORK

NEXT

X MILES

WORK ZONE

PILOTCAR

IAW T ROF

US-75 CLOSED

FOLLOW DETOUR

NB

MUST HAVE UPPER AND LOWER CASE LETTERS.

ALL CITY NAMES AND STREET NAMES ON SPECIAL SIGNS AND DESTINATION SIGNS

SHOULDER

DROP-OFF

US-75 CLOSED

FOLLOW DETOUR

'EM A

BRAKE

GIVE

FINES

DOUBLEIN WORK ZONES

GROOVED

PAVEMENT

GRAVEL

LOOSE

Sign post

Ground line

AA

Sign post

6"B B

Ground line

Sign post

3"

42" min.

3"

BB

AA

AA

Bottom of sign post

Ground line Ground line

Stub post

Bottom of stub

Direction

Of travel

Stub

Sign post

Spacer

Top of stub

Side elevationFront elevation

Side elevation

4" x 4" Wood post in soil 4" x 6" Wood post in soil

Sh. No.

2017 3736

36

44" Min.44" Min.

Section B-B

Sign post

sleeve

Post anchor

length

stub post

84" Min.

at ground level

Install corner boltGround line Ground line

ground line

ends and at

bolt at both

Install corner

Place bolts in the same corner along each sign post.

the spliced pieces of U-Channel.

Use manufacturer recommended spacers over the bolts between

through the holes nearest the ends of the splice.

Place two bolts at both ends of the splice

Notes:

of stub)

non-impacting side

(splice post to

Sign post

sleeve

post anchor

gap

8" Min.

Post anchor

or compacted fill

Undisturbed earth

or compacted fill

Undisturbed earth

Post anchor

Post anchor Post anchor

corner bolt

jam nut

Section A-A

corner bolt

jam nut

Telescoping P.S.S.T. detailP.S.S.T. detail

6" Min.

length

splice

18" Min.

or compacted fill

Undisturbed earth

traffic

Direction ofat 6" centers

traffic

Direction of

hole

dia.

or compacted fill

Undisturbed earth

wood post

treated

4" x 6" s4s

at 6" centers

42" Min.

wood post

treated

4" x 4" S4SLC Post = C FootingL

4" Max.

Section A-A Section B-B

or compacted fill

Undisturbed earth

setup

Wood post

setup

ends of the splice

Install bolts at both

lap splice

18" Min.

line (impact side)

of splice to ground

24" Min. from bottom

42" Min.

Section A-A

Perforated square steel tube (P.S.S.T.) post setup

See TE710 for additional

details and requirements

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36 te712.d

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE712 06/01/15

B.A.H.

R.W.B.

Kristina Pyle

SIGN POSTS

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


62 U-0473-01

Recapitulation Of Quantities

Work Zone Sign (Special)

Work Zone Signs

Lighted Devices

0-9.25

Sign No. 16.25 Sq.Ft. & Less 16.26 Sq.Ft. & Over

Sign No.9.26-16.25 16.26 & Over

Size - Sq.Ft.

Item Quantity Unit

Work Zone Signs (O To 9.25 Sq.Ft.)

Work Zone Signs (9.26 To 16.25 Sq.Ft.)

Work Zone Signs (16.26 Sq.Ft. & Over)

Channelizer (Fixed)

Channelizer (Portable)

Work Zone Warning Light (Type "A" Low Intensity)

Work Zone Warning Light (Red Type "B" High Intensity)

Arrow Display

Portable Changeable Message Sign

Pavement Marking (Temporary)

Solid (Line Masking Tape)

Broken (Line Masking Tape)

Pavement Marking Removal

Work Zone Sign (Special) (16.25 Sq. Ft. & Less)

Work Zone Sign (Special) (16.26 Sq. Ft. & More)

Traffic Signal Installation (Temporary)

Traffic Control (Initial Set Up)

Traffic Control

Flagger (Set Price) 1 Hour

Lump Sum

Lump Sum

Lump Sum

Each

Each

Each

Each

Lin. Ft.

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Arrow Display

Portable Changeable Message Sign

Channelizing Devices

Fixed Portable

Barricades

2017 3737

37

Flexible Raised Pavement Marker (4" Broken (8.0'))

Work Zone Barricades (Type 3 - 4' To 12')

Symbol (Type I)

Symbol (Type II)

Project At Any One Time

Quantity Most Used On The

(Type "A" Low Intensity)

Work Zone Warning Light

(Red Type "B" High Intensity)

Work Zone Warning Light

(4' To 12')

Type 3

Each

Each

(Each Per Day)

Traffic Control Devices

Summary Of

(Each)

Traffic Control Devices

Summary Of

4" Broken (8.0') (Type I)

4" Broken (8.0') (Type II)

4" Broken (3.0') (Type I)

4" Broken (3.0') (Type II)

4" Dotted Extension (Type I)

4" Dotted Extension (Type II)

4" Solid (Type II)

4" Solid (Type I)

Each Per DayWork Zone Barricades (Pedestrian)

Channelizer (Pedestrian) Each Per Day

Flexible Raised Pavement Marker (4" Broken (3.0') )

PedestrianPedestrian

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37 te795.d

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1


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE795 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

RECAPITULATION OF QUANTITIES

SUMMARY OF DEVICES

TRAFFIC CONTROL

Rigid Raised Pavement Marker (Type I)

Rigid Raised Pavement Marker (Type II)

Sh. No.

1

60 0 0

0

0

0

0

W20-1 2

W21-5 1

KG20-2 2

W20-7a 2

30

62 U-0473-01