RE

VIS

ED 4/

15/

09

City of Scottsdale

Standard DetailsScottsdale Standards &Specifications Committee

APPROVED BY: DETAIL NO.DETAIL NO.

2221 2221CURB & GUTTER - TYPES M & W

R=2"

5 1/8"17/8"

"4/3R=

Class "B"

Concrete

Or COS Det 2220, Type ’A’

Per MAG Det 220, Type ’A’

Concrete

Class "B"

Vertical Curb & Gutter

R= 1/2"

12"

Brush Finish

per M.A.G. Sec. 340 & 729 and C.O.S. Sec. 340.

"2/

13. Construct curb and install mastic expansion joints, A.S.T.M. D-1751,

5. Colored concrete, if called for on the plans, shall be colored integrally.

1. All exposed surfaces to be trowel finished except as shown. See M.A.G.

Section 340.

1

12

R= 3/4"

(Typ)

#4 Bar (Continuous)

2" Clr

(Typ)

#4 Bar @

18" O.C.

2 #4 Bars (Cont)

@ 9" O.C.(Vert.)

(24"

Max.)

(Continuous)

#4 Bar

(Vert.)@ 9" O.C.

(Cont)2 #4 Bars

1"

4. Gutter lip may be depressed where indicated on plans and constructed

as shown on COS Detail 2220, Type "A".

24"

1"

6"5"

1"

24"

7"

12"

6"

6"

24"

H

Per

Pla

ns

Varies

10"

NOTES

CURB WALL

TYPE "W"

MOUNTABLE CURB TO VERTICAL CURB TRANSITION

MOUNTABLE/MEDIAN CURB & GUTTER

TYPE "M"

2. Contraction joint spacing shall be 10’ maximum or as directed by the Inspector.

6. Steel reinforcement shall be per M.A.G. Section 727.