7035NSTANDARD
PLATE
NO.
SPECIFICATION
REFERENCE
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
NOTES:
WITH SIDEWALK, PAVE TO THE BACK OF SIDEWALK.
PAID FOR AS CONCRETE DRIVEWAY PAVEMENT.
1
2
3
4
5
6
7
8
GEOMETRIC DESIGN OF ENTRANCES.
SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR
WHERE THE MAX. ALLOWABLE ENTRANCE GRADIENT
EXISTING WALK, THE WALK SHALL BE REMOVED AND
THE REQUIRED ENTRANCE SLOPE.
REPLACED, OR THE PAVEMENT WARPED TO PROVIDE
CURB AND GUTTER
DRIVEWAY
PRIVATE
1
2
1
WALK
PRIVATE
JOINTS
CONTRACTION
1
8
1
TO CURB AND GUTTER
SIDEWALK IS ADJACENT
IN SIDEWALK, WHEN
JOINT AT SQUARED END
PROVIDE INTERMEDIATE
VARIABLE WIDTH
4
’
’
SECTION THRU WALK
CONCRETE WALK
PLAN
SIDEWALK AND/OR BLVD.
1’ 0’’
C & G
4
DIMENSIONS FOR CONSTRUCTION OF DRIVEWAYS.
SEE PLANS FOR PLACEMENT OF WALK AND
WITHOUT SIDEWALK, PAVE ONLY TO THE END OF
CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT.
CURB RETURN WHEN ENTRANCE IS UNSURFACED OR
FOR ENTRANCE.
NO DEDUCTION SHALL BE MADE IN CURB & GUTTER
60 TO 90
A
A
1
VARIABLE
3’
5
7
6
1
VARIABLE SLOPE
SLOPE
CONCRETE WALK &
CURB RETURNS AT ENTRANCES
8 IN. PAVEMENT
4 IN. WALK
WALK
4 IN.
6 IN. PAV’T.
4 IN. WALK
4 IN. WALK
MAXIMUM INTERVALS.HALF PLAN PERSPECTIVE
CURB RETURN
DRIVEWAY PAVEMENT
LENGTH VARIES
1/4’’ R.
SECTION A-A
1
1
7
4’
WOULD BE EXCEEDED, DUE TO THE POSITION OF
EXPANSION JOINT NOT REQUIRED IF ADJACENT
2 CONCRETE AREAS ARE POURED SEPARATELY).
FILLER MATERIAL, AASHTO M 213 (REQUIRED WHEN
1/2 IN. EXPANSION JOINT. 1/2 IN. PREFORMED JOINT
2531
2521
2301
MATCH INPLACE DRIVEWAY THICKNESS (6 IN. MIN.).
1/4’’ R.
9
SEE PLANS FOR PLACEMENT OF PED. CURB RAMP.
ALLEY
9
1 7
9
9
8
I
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.
P
A
V
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M
E
N
T
D
R
I
V
E
W
A
Y
CO
M
M
E
R
C
I
A
L
SECTION A-A.
SECTIONS ARE POURED MONOLITHICALLY. SEE
3
’
CONTRACTION JOINT (FORMED OR SAWED).
1/2 IN. EXPANSION JOINTS AT 60 FT. (APPROX.)
1
1
15 FT. BETWEEN JOINTS).
APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH
FORM CONTRACTION JOINT AS NEEDED TO PRODUCE
1
3
45
1
PAVED
7035N
10
4 FT. MIN.
0.02 FT./FT.
MAXIMUM
4 FT. MIN.
10
< ENTRANCE
11
1 QUADRANTS
6 IN. WALK AT
1
10
SLOPE
0.06 FT./FT.
(TYP.)
1/4’’ R.
10
4.0 FT.
WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE
THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR
11
TOWARD ROADWAY
0.015 FT./FT. (3/16" PER FT.) TYPICAL
0.02 FT./FT. AS CONSTRUCTED.
PEDESTRIAN ACCESS ROUTE, WHICH MAY NOT EXCEED
SEE PLANS FOR PROPOSED CROSS SLOPE OF THE
STATE DESIGN ENGINEER
APPROVED JULY 25, 2011