Attachment 2 - Standard Plan R-30-G.pdf
PDF 154 KB Posted
- Attached to
- Concrete Patching-Telegraph Rd @ Eliz Lk Rd
- Solicitation number
- RFP - 591 - 230000000966
- Issued by
- Oakland County, Pentwater Village, Michigan
About this file
This document is a standard plan from the Michigan Department of Transportation (MDOT) for concrete curb and gutter construction. It provides details on the dimensions, reinforcement, and joints for different curb and gutter configurations to be used in conjunction with concrete pavement or hot-mix asphalt pavement. The plan also specifies the placement and spacing of joints, including contraction joints, isolation joints, and expansion joints. This standard plan is to be used for the Concrete Patching-Telegraph Rd @ Eliz Lk Rd project, which involves concrete pavement repairs along US-24 (Telegraph Rd) at the Elizabeth Lake Rd Ramp in Oakland County and Pentwater Village, Michigan. The project requires a prequalified maintenance contractor, and bid bonds are mandatory.
The plan does not provide any information on pricing terms, set-asides, incumbents, funding requirements or sources, or other salient commercial details. The focus of this document is solely on the technical specifications and construction requirements for the concrete curb and gutter work.
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Text version
DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVALCHECKED BY:
DRAWN BY:
Michigan Department of Transportation
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
APPROVED BY:
APPROVED BY:
Kirk T. Steudle
BY
PREPARED
DESIGN DIVISION
DIRECTOR, BUREAU OF FIELD SERVICES
DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
CONCRETE CURB AND
R-30-G 1 2
OR BASE
OF PAVEMENT
• THICKNESS
TOTAL CURB HEIGHT AND BATTER ACCORDINGLY
FACE EXPOSURE IS SPECIFIED ON PLANS, VARY
* WHEN OTHER THAN 7" (4" MIN. TO 9" MAX.)
DETAIL
E1
E2
LANE TIES
AS SHOWN
OMITTED
CONCRETE
E4 OMITTED
0.0310
0.0310
0.0477
CURB HEIGHT
CYD / LFT
1'-4"
1'-4"
2'-0"
4"
6"
R
8"
5†"
LANE TIE
BOTTOM OF PAVEMENT
2"
M
4" 4"
R
3" R
5•"
N
4"
"N
5•" 1ƒ"
M
R
2" R
4"
DETAIL
F1
F2
F3
DIMENSION
LANE TIES
AS SHOWN
OMITTED
AS SHOWN
CONCRETE
F4 OMITTED
F5 AS SHOWN
F6 0MITTED
0.0484
0.0610
0.0737
0.0484
0.0610
0.0737
M N CYD / LFT
1'-6"
1'-6"
2'-0"
2'-0"
2'-6"
2'-6"
1…"
1…"
1‡"
1‡"
DETAIL
C1
C2
C3
DIMENSION
M
LANE TIES
AS SHOWN
OMITTED
AS SHOWN
CONCRETE
C4 OMITTED
C5 AS SHOWN
C6 0MITTED
0.0506
0.0632
0.0757
0.0506
0.0632
0.0757
N CYD / LFT
1…"
1…"
1‡"
1‡"
1'-6"
1'-6"
2'-0"
2'-0"
2'-6"
2'-6"
DETAIL
DIMENSION
M
LANE TIES
CONCRETE
N CYD / LFT
B(* 0.0894)
(* 0.0855)
(* 0.0855)
CYD / LFT
CONCRETE
(* GUTTER PAN WIDTH MAY BE REDUCED WHEN APPROVED BY THE ENGINEER)
0.0941AS SHOWN
OMITTED
AS SHOWN
LANE TIES
CONCRETE
CYD / LFT
0.0900
0.0900
10"
9"
9"
DIMENSION
DETAIL
B1
B2
B3
2'-8" (* 2'-6")
4" 4"
3„"
1'-2" 1'-6" (* 1'-4")
R
T
4" 4"
DETAIL
D1
D2
D3
DIMENSION
10"
LANE TIES
AS SHOWN
OMITTED
AS SHOWN
CONCRETE
D
0.0788
0.0826
0.0788
CYD / LFT
9"
9"
4" 10" 1'-4"
2'-6"
3"
T
E
C F
B.L.T.
W.K.P.
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
INTEGRAL WITH PAVEMENT
OMIT WHEN TIED TO OR CAST
EPOXY COATED #4 BAR
T T
2-6-20149-30-2014
MICHIGAN DEPARTMENT OF TRANSPORTATION
OF
SHEET
PLAN DATEF.H.W.A. APPROVAL
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
CONCRETE CURB AND
CONCRETE CURB & GUTTER
CONCRETE CURB AND
R-30-G
ADJACENT TO CONCRETE BASE COURSE; OR ADJACENT TO HMA PAVEMENT:
JOINTS IN CURB OR CURB AND GUTTER NOT TIED TO CONCRETE PAVEMENT;
2 2
R
R
3" R
3" R
1' -0
R
1' -0
R
2" R
2" R
10'-0"
4'-0" VERTICAL CURVE
C U
R B
H E I
G H
T
JOINT FILLER
1" FIBER
AT
„" TOOLED JOINT
JOINTS IN CURB OR CURB AND GUTTER TIED TO JOINTED PAVEMENT
1" FIBER JOINT FILLER CONTRACTION JOINT
A
A
B
B
CONCRETE CURB, CURB AND GUTTER ENDINGS
DETAIL D
B - B
STEEL
18" MAX.
6" MIN.
18" MAX.
6" MIN.STEEL
T
T
T
A - A
B - B
DETAIL B DETAIL C
B - B
A - A A - A A - A
DETAIL E
B - B
A - A
B - B
DETAIL F
ADJACENT CONCRETE PAVEMENT AS SPECIFIED ON STANDARD PLAN R-41-SERIES.
D. A SYMBOL (B) JOINT SHALL BE PLACED BETWEEN CURB OR CURB AND GUTTER AND
IN PAVEMENT.
C. PLACE CONTRACTION JOINTS OPPOSITE ALL TRANSVERSE CONTRACTION JOINTS
B. PLACE •" ISOLATION JOINT AT CATCH BASINS PER STANDARD PLAN R-37-SERIES.
IN PAVEMENT.
A. PLACE 1" FIBER JOINT FILLER OPPOSITE ALL TRANSVERSE EXPANSION JOINTS
D. PLACE CONTRACTION JOINTS AT 40' MAXIMUM INTERVALS.
C. PLACE •" ISOLATION JOINT AT CATCH BASINS PER STANDARD PLAN R-37-SERIES.
B. PLACE 1" FIBER JOINT FILLER AT SPRING POINTS OF INTERSECTING STREETS.
A. PLACE 1" FIBER JOINT FILLER AT 400' MAXIMUM INTERVALS.
ITEM FOR THE CURB OR CURB AND GUTTER.
ALL JOINTS FOR CURB OR CURB AND GUTTER ARE INCLUDED IN THE PAY
PLAN R-31-SERIES.
WHEN CURB AND GUTTER IS CAST INTEGRALLY, SEE CURRENT STANDARD
FORMING.
OF GUTTER PAN MAY HAVE A MAXIMUM •" BATTER TO FACILITATE
SLOPE AS BOTTOM OF PAVEMENT. BACK OF CURB AND VERTICAL EDGE
BOTTOM SLOPE OF CURB AND GUTTER STRUCTURE MAY BE THE SAME
ON THIS STANDARD PLAN.
JOINTS DETAILED ON THE PLANS SHALL SUPERSEDE THOSE SPECIFIED
CURB AND GUTTER.
JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE EDGE OF CONCRETE
FEET OF THE ADJACENT CURB DETAIL.
CONCRETE CURB AND GUTTER ENDINGS WILL BE PAID FOR IN LINEAR
OF THE GUTTER PAN OR EDGE OF PAVEMENT.
CURB AND GUTTER RADII SHALL BE DIMENSIONED TO THE FRONT EDGE
NOTES:
2-6-20149-30-2014
File details come from the government source that posted it. Updated .