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I

N

G

C

I

R

BRIERSPRINGS DR

CLA

RK

S D

R

R

O

S

A

N

N

E

D

R

JESSICA DR

JE

NN

IF

ER

C

IR

BR

YA

NT

C

IR

CE

DA

R O

AK

S D

R

RE

MIN

GT

ON

R

D

KR

YS

TA

L K

RE

EK

D

R

RA

IN

BO

W R

D

RA

IN

WO

OD

A

VE

W

I

N

C

H

E

S

T

E

R

D

R

PEGGY LN

MISTY LN

CRESTWOOD CT

MILLWOOD DR

PLEASANT VALLEY DR

RA

IN

TR

EE

D

R

M

A

P

L

E

W

O

O

D

D

R

SP

RU

CE

WO

OD

D

R

C

AP

EW

O

O

D

D

R

LANDOVER TRL

NATURE TRL

PE

AB

OD

Y D

R

CE

DA

R O

AK

S D

R

RE

MIN

GT

ON

R

D

KR

YS

TA

L K

RE

EK

D

R

JA

YM

E C

IR

WH

IT

EH

ALL D

R

JE

RR

Y LE

E D

R

MO

RS

E D

R

SA

PP

HIR

E D

R

GIBBY DR

SHARPE CIR

DO

NA

GH

EY

A

VE

SU

SA

N LN

MILLWOOD DR

MIC

HE

LLE

C

IR

BE

RR

Y P

LA

CE

D

R

CR

EE

KW

OO

D D

R

ME

AD

OW

BR

OO

K D

R W

ME

AD

OW

BR

OO

K D

R E

MA

RILY

N D

R

TYLER ST

BOWIE ST

HUTTO ST

FLEMING ST

FLEMING ST

WE

ST

S

T

ST

OU

T S

T

EA

ST

S

T

W

A

S

H

I

N

G

T

O

N

A

V

E

WA

SH

IN

GT

ON

A

VE

FENDLEY DR

WE

ST

E

ND

S

T

K

A

T

H

E

RIN

E

P

R

I

M

R

O

S

E

D

R

D

A

I

S

Y

D

R

G

R

A

N

D

V

IE

W

H

E

IG

H

T

S

D

R

S

K

Y

L

IN

E

D

R

H

A

R

K

R

I

D

E

R

S

T

INDEPENDENCE ST

SPRUCE ST

SIEBENMORGEN RD

SP

EN

CE

R S

T

LOWER RIDGE RD

AZ

ALE

A LO

OP

AZ

ALE

A LO

OP

AZALEA LN

MA

CE

DO

NIA

R

D

S

K

Y

L

I

N

E

D

R

CE

DA

R H

ILL LO

OP

MEADOWLAKE RD

HAIRSTON AVE

LOOKOUT AVE

BROADVIEW AVE

ARKANSAS AVE

DO

NA

GH

EY

A

VE

N

G

U

M

S

T

HUTTO ST

ROOK DR

DAFFODIL DR

LOETSCHER CIR

FA

LLS

WE

ST

ER

N S

T

GRANDVIEW HEIGHTS DR

CADRON GAP RD

WE

ST

OV

ER

D

R

WILLO

W R

UN

LA

KE

VIE

W A

CR

ES

R

D

MEADOWLAKE RD

D

O

N

A

G

H

E

Y

A

V

E

O

L

D

M

O

R

R

I

L

T

O

N

H

W

Y

R

ID

G

E

R

D

T

R

A

I

L

S

E

D

G

E

D

R

OLD MORRILTON HWY

O'B

RY

AN

T S

T

ALFORD ST

SA

ND

ER

S S

T

I

N

T

E

R

S

T

A

T

E

4

0

R

/

W

S

K

Y

L

I

N

E

D

R

RID

GE

R

D

TR

IS

ON

LN

PLANE RD

CO

UN

TR

Y C

LU

B R

D

SE

DG

EF

IE

LD

D

R

CNTRY CLB CV

KENSINGTON DR

K

E

N

S

I

N

G

T

O

N

D

R

C

A

M

B

R

I

D

G

E

D

R

S

T

O

N

E

H

E

D

G

E

D

R

B

A

I

N

B

R

I

D

G

E

D

R

CO

UN

TR

Y C

LU

B R

D

COLLEGE AVE

LO

CU

ST

A

VE

SPRING DR

WEEMS ST

S. D

ON

AG

HE

Y A

VE

CLIF

TO

N S

T

LIN

CO

LN

S

T

SPRUCE ST

ROBINSON AVE

ALLYSON LN

LU

MA

C D

R.

C

L

U

B

L

N

HU

EB

NE

R S

T

CH

OA

TE

S

T

OLA

S

T

KO

DIE

S

T

ANGELINE DR

RACHEL DR

DUKE ST

N

O

B

H

I

L

L

D

R

ELS

IN

GE

R B

LV

D.

MO

IX

B

LV

D.

CHRISTINA LN

A

M

I

T

Y

R

D

CH

AP

EL H

ILL D

R

JACKSON DR

MA

RIS

SA

S

T

AP

PLE

WO

OD

D

R

F

R

O

N

T

S

T

S M

IT

CH

ELL S

T

DA

YT

ON

S

T

SOUTH STREET

BR

OO

KS

ID

E D

R

OA

K G

RO

VE

P

RIV

AT

E D

R.

D

R

I

V

E

JONES DRIVE

ANDREWS DR

DAN ROSE DR

TR

EN

T

DR

IV

E

LIN

DA

LA

NE

AN

IT

A LA

NE

CO

NW

AY

T

OW

NE

CE

NT

RE

D

RIV

E

SHORT DR

TORREYSON ST

GLE

ND

AL

E D

R

EC

HO

LN

FA

IR

MO

NT

D

R

GR

IF

FIT

H A

VE

MA

RY

LN

WILLS DR

CH

RIS

TIE

D

R.

CH

ER

YL

D

R.

RO

BE

RT

O D

R.

CR

AIG

D

R.

V

E

T

E

R

A

N

S DR

IVE

(PRIVATE)

CHERRY ST.

S

U

G

A

R

M

A

P

L

E

R

ID

G

E

TURTLE HILL CV

SE

VE

NT

H A

VE

S

E

V

E

N

T

H

A

V

E

VD2

VD1

alley closed A-550

alley closed A-550

Approximate 100 Year Flood Plain

CONWAY SRTS I (2011)

AHTD JOB 080456

F.A.P. NO. SRSI - 1402(92)

SITE #4

SITE #2

SITE #3SITE #1

SITE #1, 2, & 4

SITE #3

GOVERNING SPECIFICATIONS

NUMBER TITLE

INDEX OF SHEETS

SHEET NO. ITEM DATE

SIDEWALK IMPROVEMENT SUMMARY

ITEM NO. ITEM QUANTITY UNIT

PEDESTRIAN HYBRID BEACON QUANTITIES

ITEM NO. ITEM QUANTITY UNIT

MH

MH

22'

22'

B

A

VD3VD2

VD1

n

ARKANSAS STATE HIGHWAY COMMISSION

FLARED END SECTION

STANDARD DRAWING FES-1

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

C

C

D

D

E

E

SO

LID

SO

D

3:1

3:1

2:1

2:1

A

A

B

B

SOLIDSOD

FLOW LINE

CHANNEL

BOTTOM

CURTAIN

WALL

R.C.

3:1

FO

RESLO

PE

3:1

FO

RESLO

PE

A

A

B

B

C

C

D

D

E

E

F

F

G

G

A

A

A

B

B

C

C

D

DE

E

FLOW LINE

H

H

SOLID SOD

SOLID SOD

SOLID SOD

SOLID SOD

CHANNEL

BOTTOM

R.C.

CURTAIN

WALL

3:1

3:1

2:1

2:1

2:1

2:1N

ORM

AL F

ORESL

OPE

NO

RM

AL F

ORESL

OPE

R.C. CURTAIN

WALL

CHANNEL

BOTTOM

NO

RM

AL F

ORESL

OPE

NO

RM

AL F

ORESL

OPE

NO

RM

AL

FO

RESLO

PE

NO

RM

AL

FO

RESLO

PE

NO

RM

AL

FO

RESLO

PE

SOLID SOD

SOLID SOD

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

A

A

A

B

C

D

E

E

E

D

D

C

C

2:1

2:1

2:1

2:1

3:1

3:1

FLOW LINE

TYPICAL MULTIPLE PIPE CULVERT

WITH FLARED END SECTIONS

& FLATTENED ADJACENT SLOPES

TYPICAL PIPE CULVERT

WITH FLARED END SECTION

& 3:1 FORESLOPE

PIPE

DIA. H1

L1

LL (DBL.)

2

SINGLE R.C.P.C. DOUBLE R.C.P.C.

CONC.REINF.

STEEL CONC.REINF.

STEEL

CU. YDS. LBS. LBS.CU. YDS.

18"

24"

30"

36"

42"

48"

54"

60"

72"

11 1/2 "

1’-0 1/2 "

1’-3 1/2 "

1’-7"

2’-1 1/2 "

2’-5"

2’-9 1/2 "

3’-4"

4’-5"

3’-5"

4’-6"

5’-7"

6’-8"

7’-3"

7’-10"

8’-5"

9’-0"

10’-2"

8’-0"

9’-6"

11’-0"

13’-0"

15’-6"

17’-0"

18’-6"

20’-6"

25’-6"

6’-3"

7’-6"

9’-0"

10’-6"

12’-0"

13’-0"

14’-0"

15’-6"

18’-6"

0.31

0.37

0.45

0.58

0.82

0.98

1.16

1.47

2.31

27.7

33.4

39.0

52.6

77.1

94.9

115.8

149.7

232.6

0.45

0.53

0.67

0.83

1.10

1.27

1.47

1.84

2.73

39.5

48.0

59.0

73.9

100.7

120.4

143.7

180.3

271.0

NOTE: QUANTITIES SHOWN ARE FOR ONE (1) CURTAIN WALL.

R.C. CURTAIN WALL

DIMENSIONS & QUANTITIES

PIPE

DIA.

SINGLE R.C. PIPE CULVERT DOUBLE R.C. PIPE CULVERT

H401 H402 V401 V402 H401 H402 H403 V401 V402

L L L L L L L L LNO. NO. NO. NO. NO. NO. NO. NO. NO.

18"

24"

30"

36"

42"

48"

54"

60"

72"

7’-8"

9’-2"

10’-8"

12’-8"

15’-2"

16’-8"

18’-2"

20’-2"

25’-2"

2

2

2

2

2

2

2

2

2

1’-11 1/2 "

2’-2"

2’-4 1/2 "

2’-10"

3’-9 1/2 "

4’-3"

4’-8 1/2 "

5’-5"

7’-4"

4

4

4

6

8

10

12

14

18

1’-7 1/2 "

1’-8 1/2 "

1’-11 1/2 "

2’-3"

2’-9 1/2 "

3’-1"

3’-5 1/2 "

4’-0"

5’-1"

8

10

10

12

16

18

20

24

30

8"

8"

8"

8"

8"

8"

8"

8"

8"

8

9

12

14

15

16

17

18

20

12’-2"

14’-8"

17’-8"

20’-8"

23’-8"

25’-8"

27’-8"

30’-8"

36’-8"

2

2

2

2

2

2

2

2

2

1’-11 1/2 "

2’-2"

2’-4 1/2 "

2’-10"

3’-9 1/2 "

4’-3"

4’-9"

5’-5"

7’-4"

4

4

4

6

8

10

12

14

18

8"

8"

8"

8"

8"

8"

8"

8"

8"

2

2

2

3

4

5

6

7

9

10

12

14

14

18

20

22

26

33

14

18

22

28

30

32

34

36

40

8"

8"

8"

8"

8"

8"

8"

8"

8"

1’-7 1/2 "

1’-8 1/2 "

1’-11 1/2 "

2’-3"

2’-9 1/2 "

3’-1"

3’-5 1/2 "

4’-0"

5’-1"

ALL REINFORCING STEEL #4 BARS @ 6" O.C.

X

X

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

HW

R.C.

CURTAIN

WALL

FLOW LINE

FLOW LINE 2 DIA.

DIA.

SOLID SOD

SOLID SOD

NOTE: THE CONFIGURATION

OF CONTOURS WILL VARYWITH FORESLOPE VARIATIONS.

PLAN VIEW

3:1 FORESLOPES

FO

R D

BL

. R

.C.P

.

CU

LV

ER

TS

C L 6" L1

H 402 (SINGLE R.C.P.C.)

H 403 (DOUBLE R.C.P.C.)

V401

H402

V401

V402

3"

3"

PIPE SIDE OF

R.C. CURTAIN

8"H401L (DBL.)

2 (DOUBLE PIPES)

(SINGLE PIPES)L

1’-

0"

H1

CONSTRUCTION JOINT

SEE NOTE

CAST-IN-PLACE

NOTE: THE PORTION OF THE R.C. CURTAIN WALL BENEATH THE

FLARED END SECTION (LOWER 1’-0") SHALL BE PLACED

MONOLITHICALLY. THE FLARED END SECTION SHALL THEN

BE SET IN PLACE & THE REMAINING PORTIONS OF THE

R.C. CURTAIN WALL PLACED.

FO

R D

BL

. R

.C.P

.

CU

LV

ER

TS

C L 5" L1

H 402 (SINGLE R.C.P.C.)

H 403 (DOUBLE R.C.P.C.)

V401

H402

V401

V402

3"

3"

PIPE SIDE OF

R.C. CURTAIN

8"H401L (DBL.)

2 (DOUBLE PIPES)

(SINGLE PIPES)L

1’-

0"

H1

REINFORCING STEEL SCHEDULE

1" RECESS FOR GROUT

+ 2"

PRECAST

NOTE: THE PRECAST CURTAIN WALL WILL BE SET AND BACKFILLED

WITH COMPACTED MATERIAL. THE FLARED END SECTION SHALL

THEN BE SET IN PLACE AND THE 1" RECESS FILLED WITH GROUT.

WHERE "L" EXCEEDS 11’ THE CURTAIN WALL MAY BE CAST IN TWO (2)

OR MORE SECTIONS. THE METHOD OF JOINING THE SECTIONS FOR

INSTALLATION SHALL BE APPROVED BY THE ENGINEER.

A A

B B

C C

D D

E E

F F

G G

H H

X

X

2:12:1

SOLID SOD

R.C. CURTAIN WALL

1’-

0"

H1

CHANNEL BOTTOM

NORMAL FORESLOPE

R.C. CURTAIN WALL

3:1

18"

24"

30"

36"

42"

48"

54"

60"

72"

PIPE

DIA.3:1 4:1 4:13:16:1 6:1

SINGLE R.C.P.C. DOUBLE R.C.P.C.

SQ. YDS. SQ. YDS.

5

8

13

17

23

29

35

45

64

7

12

18

26

35

46

57

62

92

12

19

29

41

55

68

85

104

156

6

9

14

18

25

31

37

48

67

8

13

19

28

37

48

59

65

95

13

20

30

43

57

70

87

107

159

SOLID SODDING

GENERAL NOTES

1. A CAST-IN-PLACE OR PRECAST CURTAIN WALL MAY BE USED.

PAYMENT FOR THE CURTAIN WALL SHALL BE CONSIDERED

TO BE INCLUDED IN THE UNIT PRICE BID EACH FOR FLARED

END SECTIONS OF THE SEVERAL SIZES, WHICH PRICE SHALL

BE FULL COMPENSATION FOR FURNISHING ALL MATERIALS

INCLUDING REINFORCING STEEL AND CONCRETE FOR FORMS,,.

MIXING AND PLACING, FOR EXCAVATION AND BACKFILL, AND.

FOR ALL LABOR, TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY

TO COMPLETE THE WORK.

2. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4 ".

3. CONCRETE FOR CURTAIN WALL SHALL MEET THE REQUIREMENTS FOR

CLASS A OR S CONCRETE AS PROVIDED IN SECTION 802 OF THE

STANDARD SPECIFICATIONS OR FOR PAVING CONCRETE AS PROVIDED IN

SECTION 501 OF THE STANDARD SPECIFICATIONS.

PLAN VIEW

FLATTENED FORESLOPES

R.C. CURTAIN WALL DETAILS

END VIEW SECTIONAL VIEW "X-X"DATE FILMEDREVISION

10-2-72

5-15-80

3-2-81

8-15-91 REV. CURTAIN WALL QUANT. STEEL SCH. & SOLID SOD QUANT.

ALLOW PRECAST IN 2 OR MORE PIECES CHAMFER EDGES

ADDED PRECAST WALL & GENERAL NOTES

REVISED AND REDRAWN

NO

RM

AL

FORESL

OPE

TYPICAL PIPE CULVERT

WITH FLARED END SECTION

& FLATTENED ADJACENT SLOPES

4. WELDED WIRE MESH 3 x 3 W/10 x W10 MAY BE USED

IN LIEU OF REINFORCING BARS.

11- 3-94 ADDED GENERAL NOTE NO. 4

10-12-95 CORRECTED SPELLING

NOTE: QUANTITIES SHOWN ABOVE ARE FOR ONE (1) END OF F.E.S.

10-18-96 ADDED NOTE TO SOLID SODDING

R-2

E

SP

AN

DIA

.W

W

WW

WW

A

h

RIS

E

DIA

.

DIA

. +

1"

C B

D

PIPE PAY LENGTH

X X

Y

Y

G

T

PLAN

S=SLOPE

SECTION X-X

R-1 DIA.

W W W WP E

SECTION Y-Y END VIEW

DIA. WALL A B C D E S DIA.

+ 1"

P R-1 R-2 G-T WT. h

18"

24"

30"

36"

42"

48"

54"

60"

72"

2 1/2 "

3"

3 1/2 "

4"

4 1/2 "

5"

5 1/2 "

6"

7"

9"

9 1/2 "

1’-0"

1’-3"

1’-9"

2’-0"

2’-4"

2’-10"

3’-10"

2’-3"

3’-7 1/2 "

4’-6"

5’-3"

6’-6"

6’-6"

6’-0"

5’-3"

6’-6"

3’-10"

2’-6"

1’-7 3/4 "

2’-10 3/4 "

2’-11"

2’-2"

1’-10"

1’-10"

1’-10"

6’-1"

6’-1 1/2 "

6’-1 3/4 "

8’-1 3/4 "

8’-2"

8’-2"

8’-4"

8’-4"

8’-4"

3’-0"

4’-0"

5’-0"

6’-0"

6’-6"

7’-0"

7’-6"

8’-0"

9’-0"

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

19"

25"

31"

37"

43"

49"

55"

61"

73"

29"

33 3/16 "

37"

47 13/16 "

53 7/8 "

56 1/2 "

65 1/2 "

72 1/2 "

77 13/16 "

15 1/2 "

16 13/16 "

18 1/2 "

24 5/16 "

27 1/2 "

28 1/2 "

33 1/8 "

36 11/16 "

38 15/16 "

12"

14"

15"

20"

22"

22"

24"

24"

24"

2"

2 1/2 "

3 1/4 "

3 1/2 "

3 1/2 "

3 1/2 "

4"

4"

5"

1000

1600

1940

4100

5380

6550

8750

9270

13250

1’-0 1/2 "

1’-1 1/2 "

1’-4 5/8 "

1’-8"

2’-2 1/2 "

2’-6"

2’-10 1/2 "

3’-5"

4’-6"

NOTE: TONGUE END ON UPSTREAM SECTION

GROOVE END ON DOWNSTREAM SECTION

EQUIV.

DIA.

* SPAN * RISE

AHD

NOMINAL

AHD

NOMINAL

INCHES

W A B C D E P R2 G-T S

15

18

21

24

30

36

42

48

54

60

18 18

22 22

26 26

29

36

43 3/4

28 1/2

36 1/4

44

51 1/8 51

58 1/2 59

65 65

73 73

11 11

13 1/2 14

15 1/2 16

18 18

22 1/2 23

26 5/8 27

31 5/16 31

36 36

40 40

45 45

2"

2 1/2 "

2 3/4 "

3"

3 1/2 "

4"

4 1/2 "

5"

5 1/2 "

6"

4"

5"

7"

9"

10"

10 1/2 "

11 1/2 "

1’-3"

1’-7"

1’-10"

2’-0"

2’-0"

2’-3"

2’-3"

3’-1"

4’-0"

4’-7"

5’-3"

5’-3"

5’-6"

4’-0"

4’-1"

3’-10"

3’-10"

3’-0 1/2 "

2’-1 1/2 "

1-10 1/4 "

2’-10 3/4 "

2’-11"

2’-8"

6’-0"

6’-1"

6’-1"

6’-1"

6’-1 1/2 "

6’-1 1/2 "

6’-5 1/4 "

8’-1 3/4 "

8’-2"

8’-2"

3’-0"

3’-6"

4’-0"

5’-0"

6’-0"

6’-6"

7’-2"

7’-10"

8’-6"

9’-0"

29"

32 1/8 "

34 1/8 "

36 13/16 "

47 13/16 "

54 5/16 "

59 1/2 "

70 5/16 "

72 1/16 "

77 13/16 "

12"

13"

14"

15"

20"

22"

23"

24"

24"

24"

1 1/2 "

2 1/2 "

2 1/2 "

2 1/2 "

3"

3 1/2 "

3 3/4 "

4 1/4 "

4 3/4 "

5"

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/4 :1

2 1/4 :1

* THE MEASURED SPAN AND RISE SHALL NOT VARY MORE THAN 2 PER CENT+-

EW W

RIS

E

END VIEW

CONCRETE ARCH PIPE

B

W

A

A

A A

DIA.

SPAN

CIRCULAR PIPE

C.M. ARCH

L

GALVANIZED

METAL

RODDED

EDGE

6"

1/2

"+ -

D=DIA.

H

6"

1/2

"+ -

RIS

E

PIPE PAY LENGTH

CONNECTOR

6"

1/2

"+ -

H

L

NOTE: ALTERNATE CONNECTIONS TO THE PIPE CULVERTS, IN ACCORDANCE WITH MANUFACTURER’S STANDARD

PRACTICES, MAY BE MADE SUBJECT TO THE APPROVAL OF THE ENGINEER.

SECTION A-A

C.M. ARCH PIPE

CIRCULAR PIPE

PLAN

TABLE OF DIMENSIONS ARCH PIPE

END SECTION

FOR REINFORCED CONCRETE PIPE CULVERTS

D.

DIA.GAUGE

A

1" +-

B.

MAX.

H

1" +

L

1 1/2 " +- -

W

2" +- S

INCHES

12

15

18

21

24

30

36

42

48

54

60

66

72

16

16

16

16

16

14

14

12

12

12

12

12

12

6

7

8

9

10

12

14

16

18

18

18

18

18

6

8

10

12

13

16

19

22

27

30

33

36

39

6

6

6

6

6

8

9

11

12

12

12

12

12

21

26

31

36

41

51

60

69

78

84

87

87

87

24

30

36

42

48

60

72

84

90

102

114

120

126

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2:1

1 3/4 :1

1 1/2 :1

1 1/3:1

EQUIV.

DIA.

SPAN RISEA

1" +H

1" +

W

2" + S GAUGE

B

MAX.L

1 1/2 " +- - - -

INCHES

15"

18"

21"

24"

30"

36"

42"

48"

54"

60"

17

21

24

28

35

42

49

57

64

71

13

15

18

20

24

29

33

38

43

47

7

7

8

9

10

12

13

18

18

18

9

10

12

14

16

18

21

26

30

33

6

6

6

6

6

8

9

12

12

12

19

23

28

32

39

46

53

63

70

77

30

36

42

48

60

75

85

90

102

114

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/2 :1

2 1/4 :1

2 1/4 :1

16

16

16

16

14

14

12

12

12

12

CIRCULAR PIPE

C.M. ARCH PIPE

MULTIPLE R.C. PIPE CULVERTS

+ W + 6" + W + 6"

E E

- -2 2

1’-0"

FLARED END SECTION

STANDARD DRAWING FES-2

+ A + 3" + A + 3"W W- -2 2

MULTIPLE C.M. PIPE CULVERTS

DATE REVISION FILMED

10-2-72

5-24-73

12-5-74

8-22-75

7-14-78

5-15-80 REVISED DISTANCE BETWEEN MULTIPLE R.C.P. F.E.S.

C.M. ARCH SIZES TO CONFORM WITH AASHTO SIZES

ADDED MULTIPLE PIPE CULVERTS

REMOVED NOTE RE REINF. FOR R.C. F.E.S.

CMP END SECTION, SHOW PIPE PAY LENGTH

REVISED AND REDRAWN

6"

END SECTIONS FOR CORRUGATED METAL PIPE CULVERTS

H

760-10-2-72

627-5-24-73

500-12-5-74

517-8-22-75

752-7-14-78

664-5-15-80

10-18-96 REVISED ASTM REF. TO AASHTO

AASHTO

M 206

AASHTO

M 206

FROM THE VALUES SPECIFIED BY AASHTO M 206.

ARKANSAS STATE HIGHWAY COMMISSION

FA

CE

OF

IN

SID

E W

AL

L

10"

8"1" 1"

1"

1"

2"

10

"2 5/8 "

APPROX. WEIGHT = 11 LBS. (CAST IRON)

PLAN SECTION A-A

DATE REV. REVISION DATE FILMED

10-2-72

5-22-74

3-2-81

2-4-83

5-20-83

7-15-88

8-15-91 DELETE TYPE IV GRATE

REVISED STEP DETAIL

REVISED DETAILS OF GRATES (TYPE IV & IV-A)

ADDED GENERAL NOTE NO. 4

ADDED TYPE IV-A GRATE

DELETED INLET (TYPE F) & GRATE (TYPE III)

REVISED AND REDRAWN

GENERAL NOTES:

1. ALL EXPOSED CORNERS TO HAVE 3/4 " CHAMFER.

2. STEPS SHALL BE INSTALLED IN ALL INLETS 4’-0" HIGH AND OVER

OF AS APPROVED BY THE ENGINEER.

3. ALL REINF. BARS SHALL BE #4 AND HAVE 1 1/2 " COVER.

4. DROP INLETS AND EXTENSION ON CURVED SECTIONS SHALL CONFORM

TO THE CURVATURE OF THE CURB.

5. THIS DROP INLET MAY BE CONSTRUCTED ON NEW OR EXISTING R.C. BOX CULVERT AS SHOWN ON F.P.C.-9.6. WHEN PLANS CALL FOR DROP INLET OVER 10’-0" HIGH, FLOOR AND WALLS SHALL BE CONSTRUCTED AS SHOWN FOR TYPE "RM" DROP

INLET (F.P.C.-9D).

DEDUCT FROM QUANTITY

COMPUTED FOR EACH PIPE

ENTERING INLET

INSIDE

DIA.

PIPE

CLASS

A

CONC.

REINF.

STEEL

INCHES CU. YDS. POUNDS

18

24

30

42

0.05

0.09

0.13

0.24

2

3

4

8

PIPE

SIZEMIN.

WIDTH

CLASS

A

CONC.

CU. YDS.

REINF.

STEEL

POUNDS

HEIGHT 5’-0"

POUNDS

REINF.

STEEL

CU. YDS.

CLASS A

CONC.

POUNDSPOUNDSCU. YDS. CU. YDS.

REINF.

STEEL

REINF.

STEEL

CLASS

A

CONC.

CLASS

A

CONC.

4’-0" 8’-0"PLUS OR MINUS PER

LIN. FT. OF HEIGHT

720.870.58 38

0.04 3

22

22

26

28

30

32

0.28

0.28

0.30

0.32

0.34

0.36

156

156

205

236

250

265

1.77

1.79

2.39

2.63

2.95

3.21

DEDUCT FROM QUANTITY COMPUTED

FOR EACH EXTENSION ADDED.

18"

24"

30"

36"

42"

48"

2’-6"

2’-6"

3’-2"

3’-8"

4’-4"

4’-10"

2’-0"

6" MIN.

EXIST. F.L.

"m" BARS"b" BARS

1

"d" BARS12"

BACK WALL

OF D.I. COMPACTED EARTH

SLOPE AS NEEDED

TO MATCH EXIST. F.L.

"g"

1’-7"

1’-9"

VA

R.

VA

R.

10

"1

0"

"e "

"j"

1’-3"

4’-3"

BAR DIAGRAM

BACK OPENING

WHEN OPENING IN BACK IS CALLED FOR ON

PLANS EXTEND OPENING AS SHOWN

IN DETAIL. PAYMENT TO BE INCLUDED

IN PRICE BID FOR DROP INLET (TYPE C).

TOP CURB

NORMAL GUTTER LINE

DEPRESSED GUTTER LINE

CONFORMS TO ADJACENT CURB

"a" BARS 10" CTRS.

"c" BARS 10" CTRS.

"b" BARS 10" CTRS.

"d" BARS 10" CTRS.

"c" BARS

10" CTRS.

PIPE THICKNESS

PLUS 6"

DETAIL OF STEP FOR DROP INLET

TOP CURB

NORMAL GUTTER LINE

DEPRESSED GUTTER LINE

BOTTOM CURBBOTTOM CURB

4" DIA. CONCRETE

COLUMNS SPACED @

4’-0" INTERVALS ALONG

INLET TO SUPPORT TOP

CONFORMS TO ADJACENT CURB

MA

TC

H

LIN

EM

AT

CH

LIN

E

6"

6"

1’-

2"

1’-

5 1

/2 "

"d" BARS

10" CTRS.

1’-

5 1

/2 "

1’-

4"

6"

6"

7’-6"

CONFORMS TO ADJACENT CURB

3’-6"

ELEVATION

DROP INLET

OF THE ENGINEER.

NOTE: THIS DETAIL IS TYPICAL. OTHERS MAY BE USED WITH PRIOR APPROVAL

6" 6"1’-0"

"e" BARS

1 1/2 "

VA

R.

"e" BARS

1 1/2 "

"e" BARS

"l" BARS

1 1/

2 "

4" DIA.

COLUMN

"g" BARS

12" CTRS.

"J" BAR

4"

MIN

.

1’-6"

7 5/16 "

6" 6"

"b" BARS 10" CTRS.

"d" BARS

"d" BARS

4"CTRS.4"CTRS.

"b " BARS1

1

"m" BARS

"d " BARS

4" CTRS.

1

"j " BARS 14" CTRS.

CURB

EXPANSION

JOINT

1’-0" PER 1" DEPRESSION

TRANSITION FOR GUTTER

DEPRESSION - DOWNSTREAM

RING & COVER

6"

"b " BARS

10" CTRS.

"m" BARS

"b " BARS12"CTRS.

1’-

6"

7 5

/8 "

3 11

/16

"

EXPANSION

JOINT

CURB

3’-0" PER 1" DEPRESSION

TRANSITION FOR GUTTER

DEPRESSION - UPSTREAM

6" 3’-6" OR 7’-6"

"j " BARS

16" CTRS.

A

A

B

B

MATCH

EXTENSIONDROP INLET

"g " BARS

12" CTRS.

NOTE: WHEN AN INLET IS PLACED ADJACENT TO

CONCRETE PAVEMENT, THE GUTTER DEPRESSION

SHALL BE FORMED IN CONCRETE PAVEMENT.

PLAN

"J" BARS

4" DIA.

COLUMN

"J" BAR

4"

MIN

.

1’-6"

7 5/16 "

PIPE THICKNESS

PLUS 6"

6"

STEPS

16" O.C.

"d " BARS

10" O.C.

"d" BARS

10" O.C.

"d " BARS

10" O.C.

2"

"c" BARS

10" O.C.

2"

"b" BARS

10" O.C.

2"

NOTE: PIPES MAY ENTER BOX FROM ANY ANGLE

OR ELEVATION AS MAY BE APPROVED

BY THE ENGINEER. REINFORCING BARS

SHALL BE CUT TO CLEAR PIPE BY 1 1/2 ".6"

6"

MIN

.

1

VA

RIA

BL

E

"d " BARS

4" CTRS.

NOTE: LEAVE OPENING IN BACK

WHEN CALLED FOR ON PLANS

REFER TO BACK OPENING DETAIL

2’-6" MIN.

1’-0"

1’-9"

"b " BARS

12" CTRS.

"a" BARS

10" CTRS.

THIS PORTION OF INLET

WALL OMITTED WHEN

BUILT WITH EXTENSIONS. SECTION A-A

SECTION B-B

DETAILS OF DROP INLETS

(TYPE C)

STANDARD DRAWING FPC-9E

4’-0" LENGTH DROP INLET DROP INLET EXTENSION

C&

G

6"

6"

1’-

0"

4-1-93 REVISED BACK OPENING & NOTE

1

A

A

1

NOTE: QUANTITIES ARE APPROXIMATE AND ARE SHOWN FOR

BIDDER INFORMATION ONLY.

BACK OF D.I., SIDEWALK,

CONC. ISLAND OR SLOPE

BREAK-WHICHEVER

IS GREATER

1

1"e " BARS

8’ EXTENSION

4’ EXTENSION

8. DURING CONSTRUCTION OF THE ROADWAY THE CONTRACTOR SHALL MAINTAIN DRAINAGE INTO OR AROUND THE DROP INLET AS

APPROVED BY THE ENGINEER.

4-26-96 ADDED NOTE 8 & REVISED (4’)(8’) EXTENSION TITLES

4’-0" MIN.

12"CTRS.

12"CTRS.

10-18-96 CORRECTED SPELLING

HEAVY DUTY

HEAVY DUTY RING & COVER

10. HEAVY DUTY RING AND COVER SHALL BE CONSTRUCTED OF CAST IRON

AND SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD

SPECIFICATIONS FOR GRAY IRON CASTINGS AASHTO M105

CLASS 35B & AASHTO M306.

7-02-98 REPLACED RING & COVER W/HEAVY DUTY RING & COVER

ADDED NOTES 9,10,&11

10-18-96

11. HEAVY DUTY RING AND COVER SHALL NOT BE PAINTED.

DROP INLET

SIDEWALK

4"

2"

DETAIL OF NOTCH FOR SIDEWALKS

ADDED DETAIL OF NOTCH FOR SIDEWALKS

NOTCH FOR SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALKNOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

NOTCH FOR

SIDEWALK

10’-

0" M

AX

5-13-99

1-12-00

1 5/8 "

6"

22"

24 1/4 "

30"

2 3/4 "

1 5/8 "

24 1/4 "

25 1/2 "

5/8 "

RING SECTION

24"

2 1/2 "1 5/8 "

1 3/8 " 7/8 "

COVER SECTION

COVER FACE

DIAMOND TREAD

APPROXIMATE TOTAL WEIGHT = 333 LBS.

CORRECTED DIMENSION ON SECTION B-B & REVISED RING & COVER

7. HEAVY DUTY RING SHALL ALWAYS BE INSTALLED WITH FLANGE ON TOP.

ARKANSAS STATE HIGHWAY COMMISSION

9. PAYMENT FOR CURB AND/OR CURB AND GUTTER WITHIN THE LIMITS OF DROP

INLETS AND DROP INLET EXTENSIONS SHALL BE CONSIDERED INCLUDED

IN PAYMENT MADE FOR DROP INLETS AND/OR DROP INLET EXTENSIONS.

13. DIMENSIONS SHOWN FOR RING AND COVER ARE TYPICAL. THE CONTRACTOR

MAY SUBSTITUTE SIMILAR CASTINGS WITH THE APPROVAL OF THE ENGINEER.

REQUESTING APPROVAL FOR CASTING DESIGNS MAY BE MADE BY REFERRING

TO PREVIOUSLY APPROVED DRAWINGS.

12. 4"x2" NOTCH SHALL BE FORMED IN ALL DROP INLETS TO SUPPORT SIDEWALK

CONSTRUCTION. REFER TO DETAIL OF NOTCH FOR SIDEWALKS.

11-16-01 ADDED NOTE 13; REVISED SECTION B-B

GUTTER (SEE NOTE #9)

PAY LIMIT OF CURB &PAY LIMIT OF CURB &

GUTTER IF NO EXTENSION

USED (SEE NOTE #9)

PAY LIMIT OF CURB &

GUTTER (SEE NOTE #9)

8-22-02 ADDED PAY LIMIT CURB NOTES TO SECTIONS A-A & B-B

CONCRETE BASE

EXIST. CONTROLLER CABINET

EXIST. CONTROLLER CABINET

CONTROLLER CABINET

CONDUIT ENTRY TO EXISTING

ON PLANS

NMC AS SHOWN

R

AND OTHER EGC CONDUCTORS

EGC BONDED TO GROUND LUG ON POLE

GROUND ROD

NEXT POLE GROUND

OUTGOING #8 TO

ANCHOR BASE

ANCHOR BASE

LEVELING NUT

HEX NUT

LOCK WASHER

FLAT WASHER

FLAT WASHER

LEVELING NUT

GROUT

1" CHAMFER

FOUNDATIONEXISTING CONDUIT

STEEL CONDUIT

1 �" GALVANIZED

GROUND ROD

PULL BOX

TRAFFIC SIGNAL

�" WEEP HOLE

CHIP OUT, REGROUT

ELECTRICAL CONDUIT

CHIP OUT, REGROUT

CONDUIT ENTRY TO

EXISTING POLE BASE

12-27-99

11-18-98

REVISED NOTES

6-23-04

7-2-01

1-4-02

REVISED

ADDED REINFORCING TO BOX APRON

REVISED CLEARANCE AT CURB ENTRY

7-31-08 ADDED & REVISED CONDUIT ENTRY

TO BE GRADE 60

ALL REINFORCING BARS

NOTE:

ADEQUATE CONDUIT RADIUS FOR ITEM.

A CUT IN THE BASE SUFFICIENT TO PROVIDE

NOTE: ENTRY TO CABINET SHALL BE THROUGH

SIDES OF THE PULL BOX IS REQUIRED IN CONCRETE.

CONCRETE SHALL BE CLASS "S." THREE #6 REINFORCING BARS IN THE APRON ON ALL

FLUSH TO SURROUNDING GRADE UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. THE

INCLUDED IN THE PRICE OF THE TYPE HD PULL BOX. PULL BOX SHALL BE INSTALLED

CONCRETE 12" (305 MM) WIDE AND 7" (178 MM) IN DEPTH. ALL PAYMENT SHALL BE

NOTE: ALL TYPE 1 AND TYPE 2 HD PULL BOXES ARE INSTALLED WITH AN APRON OF

#8 AWG EGC

�" NMC WITH

5-21-09 REVISED GROUNDING

HEAVY DUTY PULL BOX

DATE FILMREVISIONDATE

ISSUED

12" MIN.

7"

12" MIN.

PULL BOX

PULL BOX

12"

MIN.

12"

MIN.

TOP

ELEVATION

12" MIN.12" MIN.

3"

2"

2"

4"

4"

REINF. BARS

3- #6

EACH SIDE

# 6 REINF. BARS

EARTH

ROADWAY SURFACE

EARTH

EARTH

12" (3

05

MM)

12" (305 MM)

6" (152

MM)

TYPE "HD" PULL BOX

TYPE "S" CONCRETE

TYPE "HD" CONCRETE PULL BOX DETAIL

2" CLEAR FROM TOP (TOLERANCE +/- 0.5 ")

ARKANSAS STATE HIGHWAY COMMISSION

STANDARD DRAWING SD-6

9-12-13 ISSUED AS STANDARD DRAWING

REVISED PULL BOX DEPTH9-2-15

W1-4

SITUATIONS.

PADDLES. FLAGS MAY BE USED ONLY FOR EMERGENCY

FLAGGERS SHALL USE REFLECTORIZED STOP-SLOW

MOTORISTS THE PROPER DIRECTION OF MOVEMENT.

REVERSE ORIENTATION MIGHT BETTER CONVEY TO

USE OF MIRROR IMAGES OF THESE SIGNS WHERE THE

RIGHT. HOWEVER, THIS DOES NOT PRECLUDE THE

MOST OF THE SIGNS SHOWN ARE ORIENTED TO THE

ADVANCE OF THE "REDUCED SPEED AHEAD" SIGN.

THE SIGN SHALL BE PLACED A MINIMUM OF 500’ IN

ZONE. IF A SPEED LIMIT REDUCTION IS IN EFFECT,

NOT MORE THAN 1 MILE IN ADVANCE OF THE WORK

R55-1 SIGNS SHALL BE PLACED AT LEAST 1500’ BUT

SHOULDER

LOW

YIELD

W21-5

WORK

SHOULDER

W1-4b

LANES

UNEVEN

YELLOW

BLACK

DETOURDETOUR

GENERAL NOTES:

1.

2.

EXIST. THEY SHALL REMAIN IN PLACE ONLY AS LONG AS NEEDED AND REMOVED THEREAFTER.

OPERATIONS AND SHALL BE PROPERLY MAINTAINED DURING THE TIME SUCH CONDITIONS

TRAFFIC CONTROL DEVICES SHALL BE SET UP JUST BEFORE THE START OF CONSTRUCTION

3.

DURING CONSTRUCTION SHALL BE CLEANED, REPAIRED, OR REPLACED.

SHALL BE REMOVED. SIGNS THAT ARE DAMAGED, DEFACED, OR THAT ACCUMULATE DIRT

CLEAN AND LEGIBLE AT ALL TIMES. SIGNS THAT DO NOT APPLY TO EXISTING CONDITIONS

EXISTING SIGNS AND CONSTRUCTION SIGNS SHALL BE KEPT IN PROPER POSITION, AND BE

4.

5.

6.

7.

9.

R56-1

HIGHWAY ADMINISTRATION.

STANDARD HIGHWAY SIGNS, LATEST EDITION, OR AS APPROVED BY THE FEDERAL

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND TO THE

ALL TRAFFIC CONTROL DEVICES USED ON ROAD CONSTRUCTION SHALL CONFORM TO

BARRICADE.

OR LARGER THAN 10 SQ. FT. SHALL BE MOUNTED ON TWO POSTS OR ABOVE A TYPE III

SIGNS ARE USUALLY MOUNTED ON A SINGLE POST, ALTHOUGH THOSE WIDER THAN 36"

SHALL BE IN ACCORDANCE WITH STANDARD DRAWING TC-3.

2 POSTS IN A 7’ PATH FOR WOOD OR CHANNEL POSTS. ANY CHANNEL POST SPLICE

REPAIRED AS NEEDED FOR THE DURATION OF THE JOB. THERE SHALL NOT BE MORE THAN

WHITE. ALL POSTS SHALL BE NEATLY CONSTRUCTED, AND SHALL BE REPLUMBED, CLEANED, OR

WOOD POSTS. CHANNEL POSTS SHALL BE PAINTED GREEN. WOOD POSTS SHALL BE PAINTED

SIGN POSTS DIRECT BURIED IN SOIL SHALL BE 2 LB. MINIMUM CHANNEL POST OR 4"x4"

EDGE.

BARRICADE MOUNTED SIGNS SHALL BE MOUNTED A MINIMUM OF 2 FEET FROM THE PAVEMENT

THE SIGN FROM 6 TO 12 FEET FROM THE PAVEMENT EDGE. SIGNS IN URBAN AREAS AND

POST MOUNTED SIGNS IN RURAL AREAS SHALL BE CONSTRUCTED WITH THE NEAR EDGE OF

WITH PORTABLE SIGN SUPPORTS.

PADS, CONCRETE OR ROCK BALLAST, OR OTHER SOLID MATERIALS SHALL NOT BE UTILIZED

NECESSITATE THE USE OF PORTABLE SIGNS, OR AS APPROVED BY THE ENGINEER. CONCRETE

LONG-TERM STATIONARY SIGNS SHALL BE DIRECT BURIED IN SOIL, UNLESS CONDITIONS

CONDITIONS. THEY SHALL BE NO LESS THAN ONE (1) FOOT ABOVE THE TRAVELED WAY.

MOUNTED ON PORTABLE SUPPORTS FOR SHORT-TERM, SHORT DURATION, AND MOBILE

SHALL BE 5’. RETROREFLECTIVE DEVICES SHALL BE USED. TEMPORARY SIGNS MAY BE

INTERMEDIATE TERM STATIONARY WORK CONDITIONS. THE SIGNS MINIMUM MOUNTING HEIGHT

WARNING SIGN. TEMPORARY SIGNS MAY BE MOUNTED ON PORTABLE SUPPORTS FOR

EXCEPT A MINIMUM OF 6’ SHALL BE USED WHEN MOUNTING AN ADVISORY SIGN BELOW A

A MINIMUM DISTANCE OF 7’ FROM THE BOTTOM OF THE SIGN TO THE ROADWAY SURFACE,

ALL POST AND BARRICADE MOUNTED SIGNS MOUNTED IN RURAL AREAS SHALL BE MOUNTED

A MINIMUM DISTANCE OF 7’ FROM THE BOTTOM OF THE SIGN TO THE ROADWAY SURFACE.

ALL POST AND BARRICADE MOUNTED SIGNS MOUNTED IN URBAN AREAS SHALL BE MOUNTED

W3-1 W3-2

G20-2

W16-2

4-17-08 REVISED SIGN DESIGNATIONS

10-15-09

ADVANCE DISTANCES

(XXXX)

500 FT

1000 FT

1500 FT

� MILE

AHEAD

� MILE

1 MILE

REQUIRED FOR ALL PROJECTS.

FOR ASSESSING SAFETY HARDWARE (MASH) IS

THE REQUIREMENTS OF NCHRP-350 OR MANUAL

(MASH), WILL BE ACCEPTED. COMPLIANCE WITH

OR MANUAL FOR ASSESSING SAFETY HARDWARE

BUT MEET THE REQUIREMENTS OF NCHRP-350

THE REQUIREMENTS SHOWN IN NOTES 4 & 5,

VERTICAL PANELS THAT ARE DIFFERENT FROM

NOTE:SUPPORTS FOR SIGNS, BARRICADES, AND

W24-1

STD. 36"X36" ADDED REFERENCE TO MASH & ADDED SIGN W24-1

W8-9

11-17-10 DELETED W8-9a & ADDED W8-9

W1-6

ROAD

NARROWS

W6-3W5-1

ROAD

XXXX

RIGHT LANE

CLOSED

XXXX

DETOUR

XXXX

W20-2W20-1

ONE LANE

ROAD

XXXX

W20-4 W20-5

W1-8

W13-1

W20-7a

M4-10

RSP-1

W8-11G20-1

R11-2

W1-3 W4-2

XXM.P.H.

FEET

500

CLOSED

SHOULDERROAD

CLOSED

ROAD CLOSED

LOCAL TRAFFIC ONLY

48"X30"60"X30"

60"X24"

STD. 48"X48"

36"X36"

48"X48"

48"X30"

STANDARD TRAFFIC CONTROLS

FOR HIGHWAY CONSTRUCTION

ARKANSAS STATE HIGHWAY COMMISSION

STANDARD DRAWING TC-1

48"X48"FWY.FWY. 48"X48"

ROAD

NEXT MILES

18"

24"

STD. 48"X48" STD. 48"X48" STD.

FWY.

MILES AHEADXX

DATE REVISION

DRAWN AND PLACED IN USE

FILMED

W1-2

36"X36"

STD.

SPECIAL

SPECIAL

30"X24"

48"X36"

60"X48"

GRAVEL

LOOSE

W8-7

FWY. 48"X48"

36"X36"

30"X30"

W21-2

OIL

FRESH

OM-3L OM-3R

12"X36"

STD.

SPECIAL

W1-1

LANE ENDS

MERGE

W9-2

36"X36"

48"X48"

48"X48"

48"X48"FWY.

SPEED

LIMIT

50

R2-1

R11-4R11-3A

THRU TRAFFICTO

ROAD CLOSED

60"X30"

48"X24"

48"X18"

RI-I

STANDARD

EXPRESSWAY

SPECIAL

30"X30"

36"X36"

48"X48"

R1-2

36"X36"X36"

48"X48"X48"

60"X60"X60"

R5-1

M4-9

DO

NOT

PASS

R4-1

ROAD

CLOSED

XXXX

W20-3

STD.48"X48"

RIGHT

8-15-91

FWY.

EXPWY.

STD.

FWY.

EXPWY.

STD.

48"X60"

36"X48"

24"X30"

SPECIAL

EXPWY.

STD.

48"X48"

36"X36"

30"X30"

48"X48" 48"X48"

60"X30"

48"X24"

36"X36"EXPWY.EXPWY.

SPECIAL

36"X36"

48"X48"

SPECIAL

STD.

48"X48"

36"X36"

FWY.

EXPWY.

SPECIAL

STD.

36"X48"

30"X36"

24"X30"

18"X24"

STD.

SPECIAL

36"X36"

48"X48" SPECIAL

STD. 36"X36"FWY.

36"X36"

48"X48"

36"X36"

48"X48"FWY.

FWY.

EXPWY.

STD.

FWY.

EXPWY.

STD.

48"X60"

36"X48"

24"X30"

FWY.

EXPWY.

STD.

48"X60"

36"X48"

24"X30"

SPECIAL

STD.

24"X24"STD. 48"X48"

PASS

WITH

CARE

R4-2

STD. STD.

STD.

STD.FWY.

STD.

STD. STD.

2-2-95

36"X36"STD. 36"X36"STD.

WORKROAD WORK

END

WORK

REVISED PER PART VI, MUTCD SEPT. 3, 1993

36"X36"

30"X30"

SPECIAL

STD.STD. 48"X48"

8.

REVISED TO CORRECT SIGN ILLUSTRATIONS6-8-95

R55-1

IN WORK ZONES

FINES DOUBLE

ARE PRESENT

WHEN WORKERS

36"X60"

10.

6-8-95

10-12-95 ADDED R55-1

* USE 6" C LETTERS

*

**

** USE 4" D LETTERS

10-18-96

STD. 18"X18"

ADDED CONTROLLED ACCESS HWY. SIGN & TO NOTE 7

4-03-97 REVISED NOTE 5

REVISED NOTE 56-26-97

*

*

*

11-18-98 ADDED NOTE

REVISED NOTE9-28-00

11-16-01 REVISED NOTE 7

10-9-03 REVISED NOTE 1

11-18-04 REVISED NOTES

12-15-11 REVISED W24-1

XX

48"X48"

48"X48"

36"X36"

FWY.

EXPWY.

STD.

48"X48"

48"X48"

36"X36"

XXLIMIT

SPEED

W3-5 W3-5a

XX MPH

AHEAD

SPEED ZONE

9-2-15REVISED ROAD WORK NEXT XX MILES

REVISED REDUCED SPEED LIMIT AHEAD SIGNS

ARKANSAS STATE HIGHWAY COMMISSION

DATE REVISION DATE FILM

GENERAL NOTES:

ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION.

STANDARD DRAWING WR-1

RADIUS

LEVELLANDING

LEVELLANDING

12:1

MAX.12:!M

AX.

LEVEL

LANDING

12:1

MAX.

12:1

MAX.

DIS

TA

NCE "X

"

CO

NC.

ISLAN

D

RADIUS "R"

RADIUS

"R"

DISTANCE

"Y"

RAMP AREA

"A"

18.8215

FEET FEET SQ. YD.

22.2820

26.6025

30.2630

33.5135

36.4540

39.1645

41.6950

44.0755

46.3360

33.80

36.90

39.77

42.45

44.97

47.35

49.63

51.80

A

A

SECTION A-A

6’-O"MIN.

6’-O"MIN.

12:1MAX.

12:1 MAX.

LEVELLANDING

NO LIPAT JOINT

B

B

6’-O"MIN.

2’-0"

SECTION B-BNORMALCURB &GUTTER

DIST

AN

CE "Y

"

DISTANCE

"X"

11.67

FEET

11.52

11.43

11.37

11.33

11.30

11.27

11.25

11.24

11.22

26.21

30.07

LENG

TH "L"

32.18

FEET

35.46

38.77

40.93

43.11

45.26

47.34

49.36

51.31

53.21

LENGTH

"L"

4" MIN.THICKNESS

THE NORMAL GUTTER GRADE SHALL BE MAINTAINED THROUGH THE AREA

OF THE RAMP.

TYPE 1 RAMP DIMENSIONS AND QUANTITIESTYPE B

CURB FACE

4"

VAR. WIDTH

CONC. ISLAND

CONCRETE ISLAND DETAIL

HATCHED AREA "A"

DENOTES CONCRETE

REQUIRED FOR ONE

TYPE 1 RAMP, SQ. YD.

LIMITS OF PAYMENT

LIMITS OF

PAYMENT

WHEELCHAIR

RAMP

THE MINIMUM THICKNESS OF THE RAMP, WALK, & LANDING SHALL BE 4".

TYPE 1 RAMP(Walk adjacent to curb)

TYPE 4 RAMP(Walk adjacent to curb)

WHEELCHAIR RAMPS

NEW CONSTRUCTION

AND ALTERATIONS

IN ALTERATIONS WHEELCHAIR RAMPS ARE TO BE PROVIDED AT CURBED STREET INTER-

SECTIONS WITH PEDESTRIAN TRAFFIC AND MID-BLOCK CROSSWALK LOCATIONS.

RAMP SELECTION CRITERIA

CORNER LOCATIONS WITH THE WALK OFFSET FROM THE CURB A DISTANCE SUFFICIENT

TO ALLOW THE REQUIRED RAMP SLOPE (BOTH NEW CONSTRUCTION AND ALTERATIONS).

CORNER LOCATIONS WITH THE WALK OFFSET FROM THE CURB A DISTANCE INSUFFICIENT

TO ALLOW THE REQUIRED RAMP SLOPE (BOTH NEW CONSTRUCTION AND ALTERATIONS).

TANGENT LOCATIONS (ALTERATIONS ONLY) .

CORNER LOCATIONS (ALTERATIONS ONLY) . THIS RAMP MAY BE USED ONLY IF THE

TYPE 5 RAMPS CANNOT BE PLACED AT THE ENDS OF THE RADIUS.

FIRST

CHOICE

SECOND

CHOICE

THIRD

CHOICE

FOURTH

CHOICE

TYPE 1

TYPE 2

TYPE 3

TYPE 4

TYPE 5

TYPE 6

NOTE:

TANGENT LOCATIONS (BOTH NEW CONSTRUCTION AND ALTERATIONS).

CORNER LOCATIONS WITH THE WALK ADJACENT TO THE CURB (BOTH NEW CONSTRUCTION

AND ALTERATIONS).

AN ALTERATION IS DEFINED AS A PROJECT THAT CHANGES OR AFFECTS THE USE OF

A PEDESTRIAN PATHWAY (OVERLAYS, SIGNALIZATION PROJECTS, ETC.) BUT DOES NOT

REQUIRE THE PURCHASE OF ADDITIONAL RIGHT-OF-WAY. ALL PROJECTS THAT REQUIRE

THE PURCHASE OF ADDITIONAL RIGHT-OF-WAY WILL USUALLY BE CONSIDERED NEW

CONSTRUCTION FOR THE PURPOSES OF THE CHART ABOVE.

IN ALTERATIONS, THE SELECTION OF THE TYPE OF WHEELCHAIR RAMP TO BE CONSTRUCTED

SHALL BE BASED ON THE AMOUNT OF RIGHT-OF-WAY AVAILABLE, AND ON THE

PRESENCE OF OTHER SITE CONSTRAINTS (UTILITIES, BUILDINGS, ETC.).

THE TABLE ABOVE LISTS THE ORDER IN WHICH THE RAMPS ARE TO BE CONSIDERED.

IN NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED ON THE PLANS, WHEELCHAIR RAMPS

ARE TO BE PROVIDED AT ALL CORNERS OF CURBED STREET INTERSECTIONS AND

MID-BLOCK CROSSWALK LOCATIONS.

12:1MAX.

12:1

MAX.

CONC.ISLAND

------

THE DIMENSIONS AND QUANTITIES SHOWN ON THIS DRAWING ARE FOR

A 90^ INTERSECTION ONLY. DIMENSIONS AND QUANTITIES FOR SKEWED

INTERSECTIONS WILL VARY, AND ARE TO BE DETERMINED BY THE ENGINEER.

IF SITE CONSTRAINTS PREVENT THE CONSTRUCTION OF ANY OF THE TYPES LISTED,

THEN AND ONLY THEN CAN THE 12:1 MAX. SLOPE ON THE RAMP BE EXCEEDED TO

PROVIDE ACCESS TO THE STREET LEVEL (ALTERATIONS ONLY).

THE SLOPE CAN BE STEEPENED TO A 10:1 MAX. FOR A MAX. LENGTH OF 5’ OR A 8:1 MAX.

FOR A MAX. LENGTH OF 2’. SLOPES STEEPER THAN 8:1 ARE NOT ALLOWED UNDER ANY

CIRCUMSTANCES.

ROADWAY CROSS SLOPE

THE MAX. ROADWAY CROSS SLOPE ALLOWED

IN THE 2’ AREA IN FRONT OF THE RAMP

SHALL BE 5.0%.

12:1

MAX.

BEGIN RAMP SLOPE ON

A LINE PERPENDICULAR

TO TRAVEL DIRECTION

TRANSITION FROM RAMP CROSS

SLOPE TO ROADWAY LONG. SLOPE

IN CROSSHATCHED AREA

SLOPE TRANSITION DETAILS

8.5’ MIN

.

8’-6" MIN.ISLAND

GENERAL NOTES FOR DETECTABLE WARNING DEVICES

0.2"

DETECTABLE WARNING

DEVICE

DETECTABLE

WARNING DEVICE

DETECTABLE

WARNING DEVICE

DETECTABLE

WARNING DEVICE

DETECTABLE WARNING DEVICE DETAIL

DETECTABLE WARNING DEVICE

RAMPS SHALL BE MODIFIED AS NECESSARY TO INSURE THAT THEY ARE PARALLEL

TO A LINE DRAWN FROM THE CENTER OF ONE RAMP TO THE CENTER OF THE

RAMP ON THE OPPOSITE SIDE OF THE INTERSECTION.

THE LENGTH OF THE RAMP SHALL BE SUCH THAT THE SLOPE DOES NOT EXCEED

12:1. THE SURFACE TEXTURE OF THE RAMP SHALL CONFORM TO A CLASS 6

FINISH ACCORDING TO SECTION 802.19.

50-65% of Base Dia.

1.6" Min.2.4" Max.

1.6" Min.2.4" Max.

TRUNCATED

DOME

0.9"-1.4"

0.65" Min.Base-Base

THE DETECTABLE WARNING DEVICE SHALL BE LOCATED

SO THAT THE NEAREST EDGE OF THE DEVICE IS

6 TO 8 INCHES FROM THE FACE OF THE CURB.

TRUNCATED DOMES IN THE DETECTABLE WARNING

SURFACE SHALL MEET THE REQUIREMENTS OF THE

GEOMETRIC CONFIGURATION SHOWN.

DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE

PREDOMINANT DIRECTION OF TRAVEL TO PERMIT

WHEELS TO ROLL BETWEEN DOMES.

DETECTABLE WARNING DEVICE SHALL BE 24 INCHES

IN THE DIRECTION OF TRAVEL AND EXTEND

THE FULL WIDTH OF THE CURB RAMP OR FLUSH

SURFACE.

DETECTABLE WARNING DEVICE SHALL BE ON THE AHTD

QUALIFIED PRODUCTS LIST FOR CAST-IN-PLACE

TACTILE PANELS (ADA DETECTABLE WARNING).

NOTE:

THE CROSS SLOPE OF THE RAMPS, LEVEL LANDINGS,

AND SIDEWALKS SHALL NOT EXCEED 2.0% UNLESS

REQUIRED TO MATCH STREET LONGTITUDINAL GRADE.

THE MINIMUM WIDTH OF THE RAMPS SHALL BE THE WALK WIDTH OR 36",

WHICHEVER IS GREATER.

12:1

MAX.

12:1

MA

X.

LEVEL

LAN

DIN

G

2’ CURB

TRANSITIO

N12:1MAX.12:1

MAX.

LEVEL

LANDING

*

SIDEW

ALK

SIDEW

ALK

SIDEWALK

DETECTABLE

WARNING DEVICEDETECTABLE

WARNING DEVICE

SID

EW

AL

K

5’ NOR.*

VAR. (3’ NOR.)

GRASS BERM

5’

NO

R.

VA

R.

(3’

NO

R.)

GR

AS

S B

ER

M

*

LIMITS OF

PAYMENT

MATCH WALK WIDTH

(MIN. 4’)

VAR. (3’ N

OR.)

GRASS BERM

VAR. (3’ NOR.)

GRASS BERM

12

:1

MA

X.

12:1MAX.

2’ CURB

TRANSITIO

N

LIMITS OF

PAYMENT SID

EW

AL

K

SIDEW

ALK

DETECTABLE

WARNING DEVICE

VAR. (3’ NOR.)

GRASS BERM

VA

R. (3

’ NO

R.)

GR

AS

S B

ER

M

5’ NOR.*

MATCH WALK WIDTH

(MIN. 4’)

*

LE

VE

L

LA

ND

ING

5’ N

OR

. *

12:1

MAX.

12:1

MAX.

LE

VE

L

LAN

DIN

G

DETECTABLE

WARNING DEVICE

TYPE 2 RAMP

TYPE 3 RAMP

4’-0"MIN.

4’MIN.

4’

MIN

.4’

MIN.

4’

MIN

.

4’

MIN

.

4’

MIN.

4’

MIN

.

4’

MIN

.

6’

MIN

.

6’

MIN.

12

:1

MA

X.

12:1

MAX.

12

:1

MA

X.

12:1

MAX.

LEVEL

LAN

DIN

G

12

:1

MA

X.12:1

MAX.

12:1

MAX.

4’ MIN.RAMP

4’ MIN.RAMP

5’ N

OR.*

5’ N

OR.*

6-02-76 ISSUED-P.H.D. 299-7-28-76

652-7-15-88

5-24-90

10-18-96

ADJUSTED MAX. SLOPE

FROM8:1TO12:1MAX.SLOPES

CORRECTED DIMENSIONS

REDRAWN & REISSUED

REVISED TEXTURE

REVISED NOTES

10-9-03

4-10-03

8-22-02

3-30-00

11-18-98

8-12-98

7-02-98

10-18-96

5-24-90

7-15-88

7-14-88 INCLUD."CONC. ISLD."IN PAY ITEM

ADD.SLOPE TRANS. & REV. ISL. DIMS.

ADD DETECTABLE WARNING DEVICES

REV. DETECTABLE WARNING DEVICES

REVISED GEN. NOTES & ADDED NOTE

REVISED TO NEW SIDEWALK POLICY11-10-05