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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