7899_s2v8.pdf

3" 1"6"

FINAL PAVEMENT

6"

6" 12"

12"

R3"

R •"

R3"

4"

8"

8"

ISLAND ELEVATION

4"

TRAFFIC FLOW

TRAFFIC FLOW

6'

6" WIDE WHITE

WHITE CROSSHATCH LINES (12")

CROSSHATCHING

F

SIDEWALK/CURB DETAIL

N.T.S.

N.T.S.

N.T.S.

PAINT

WHITE6'-4"

1'-0"2'-8"

3'-0"

SOLID

R

R 2' -4

3'-6"

DIRECTIONAL ARROW MARKINGS

VERTICAL CURB DETAIL

6"

CONCRETE

AGGREGATE

1" MINUS BASE

COMPACTED SUBBASE

PROJECT NO:

DRAWING NO:

SHEET OF

DATE

SCALE

D E

S I

G N

E D

D R

A W

N

S U

B M I

T T

E D

A P

P R

O V

E D

D A

T E

D P

W F

O R

T

L E

O N

A

D

W O

O

M I

S S

O U

R I

D A

T E

D E

S C

R I

P T I

O N

M A

D E

A P

P R

D

R E

V I

S I

O N

S

L v

O f

D I

R E

C T

O R

A

F

P U

B L

C

W

R K

S

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

ˆ" = 1'-0"

B U

S H

B U

S H

B U

S H

G

L

B E

R

S

C

E N

G

T E

R S

E C

T I O

N

I

M P

R O

V E

M E

N

A V

E

A

U

L A

S K I

A

V E

S2 3

N.T.S.

N.T.S.

GUTTER/SIDEWALK

2"

R 10'

R 2'

4"

ASPHALT ELEV.

VOID WITH SAND

CONCRETE. FILL

SLEEVE OR CORE

7'-0"

24"

SIGN

TYPICAL

N.T.S.

SIGN ELEVATION

CC-C D-D B

G

H

C7899.10

12 AUG 15

D E

T A I

L S

C H

E C

K E

D

N.T.S.

TYP. BOTH SIDES

105°

REMOVE AND REPLACE CURB AND GUTTER.

CURB SHALL BE FLUSH WITH NEW SIDEWALK.

SAWCUT JOINT

1/4" LIP (MAX)

I N.T.S.

LANDING

S L

O

X

W/CONTRASTING COLORED

TRUNCATED DOMES

LANDING WITH

30°

2% SLOPE

3"

12"

FINISH GRADE

1/2" R

2'-6"

4" - 1" MINUS CRUSHED

AND COMPACTED

LIMESTONE BASE,

95% COMPACTION

8"

EXISTING MATERIAL

COMPACTED TO

95% COMPACTION

1.5" DEPTH CONTROL JOINT REQUIRED EVERY 20' MAXIMUM.

AT A MAXIMUM OF 60' INTERVALS.

EXPANSION JOINT (FULL DEPTH) SHALL BE PLACED

NOTE:

FINISHED GRADE IS CONCRETE

EXPANSION JOINT SHALL BE PLACED IF

SITE PLAN)

CONCRETE SEE

(TOPSOIL OR

4" OF ASPHALT) FACE OF GUTTER

(SAWCUT FULL DEPTH

2'-6"

7"

6"

6"

R 3"

6" 2'-0"

R •"

BP2 MIX

2" ASPHALT MIN

4000PSI

5" OF CONCRETE

ROAD MIN 6"

OVERDIG IN EXISTING

D

CURB AND GUTTER

N.T.S.

ISLAND ELEVATION

4"

6"

CONCRETE

AGGREGATE

1" MINUS BASE

COMPACTED SUBBASE

MISSOURI AVE MEDIAN

CURB AND GUTTER FOR

6"

M.0045445

OF SP125.

6" WITH SP190 FOLLOW BY 2"

BEFORE OVERLAY. FILL FIRST

SLURRY T.B.R. FULL DEPTH

SLURRY IN VOID.

CUT IN THE ROAD. PLACE CONCRETE

PLACE CURB 6" FROM EXISTING

R=6"

J

B

L E

7899_c1.dgn Default 5/25/2016 11:01:13 AM