A,B

A,B

5’-0"

1/2" preformed joint filler

1/2" preformed joint filler

1/2" preformed joint filler

14

2

PLAN VIEW

20’-0" (max.)

10’-0" (min.)

6

12

WX

Y

W

132

9

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATESUPERVISOR, ROADWAY STANDARDS

SEPTEMBER 2012

W

X

Y

E 610-DRIV-01

CLASS I DRIVE

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

= Sidewalk elevation transition.

= Distance from front face of curb to or R/W.

= Distance between back face of curb to sidewalk.

= Width of sidewalk

LEGEND

2

E 503-CCPJ-02 ffor longitudinal joint details.7.

6 E 610-DRIV-08

6 in.,

E 610-DRIV-07

E 610-DRIV-03

E 604-SDWK-02 E 604-SDWK-01

E 610-DRIV-13

See Standard Drawing E

for sections A-A and B-B. See Standard Drawing

Type IIIA.

on subgrade treatment5. Pavement shall be PCCP for Approaches,

for PCCP joint placement detail.4. See Standard Drawings

gutter connection detail.

for concrete curb and3. See Standard Drawings

sidewalk elevation transition details.

foror See Standard Drawings

Legend.

for General Notes and additional1. See Standard Drawing

NOTES:

/s/ Richard L. VanCleave 09/04/12

09/04/12/s/ Mark A. Miller

drive

Existing

Variable

Variable

in place

to surface

Equivalent

Grade intersect point

Sidewalk

Utility Strip

Monolithic curbMonolithic curb

Te

mporary R/W if re

q’d.

Sidewalk

R=20’-0" min. a

dj. to tra

vel lane

R=10’-0" min. a

dj. to parking lane

R=10’-0" or R/W or R/W

Street

Te

mp.

R/W

Te

mp.

R/W

Existing Drive

Sidewalk

R/W R

eq’d.

Te

mporary

Variable

Variable

A, B

A, B

1

Monolithic curb

Concrete curb and gutter

Monolithic curb

Gutter line

Concrete curb and gutter

Monolithic curb

Utility strip

Sidewalk

Monolithic curb

Grade intersect point

in place

to surface

Equivalent

Sidewalk

1/2" preformed joint filler

Sidewalk

1/2" preformed joint filler

1/2" preformed joint filler

Edge of HMA pavement

3

Wd

WX

W

Y 31212 13 14

PLAN VIEW - CLASS III DRIVE

CONCRETE CURB & GUTTER CONNECTION FOR CLASS I & III DRIVES

5’-0"

40’-0" (max.)

20’-0" (min.)

R = 10’-0"10’-0" (typ.)

R = 10’-0" min. adj. to parking lane

R = 20’-0" min. adj. to traffic lane

9

9

or R/W or R/W

Street

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATESUPERVISOR, ROADWAY STANDARDS

1

3

6. See Standard Drawing 503-CCPJ-02 for longitudinal joint details.

Legend.

5. See Standard Drawing E 610-DRIV-13 for General Notes and additional

4. See Standard Drawing E 610-DRIV-07 for joint placement details.

sidewalk curb ramp details if the drive is signalized.

elevation transition details, or Standard Drawing E 604-SWCR-09 for

See Standard Drawings E 604-SDWK-01 or E 604-SDWK-02 for sidewalk

Type IIIA.

2. Pavement shall be PCCP for Approaches, 9 in., on subgrade treatment

See Standard Drawing E 610-DRIV-08 for Section A-A, and Section B-B.

NOTES:

SEPTEMBER 2012

CLASS III DRIVE

E 610-DRIV-03

Wd

W

X

Y

= Sidewalk elevation transition

= Distance from front face of curb to or R/W

= Distance between back face of curb and sidewalk

= Driveway width

= Width of sidewalk

LEGEND

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

/s/ Richard L. VanCleave 09/04/12

09/04/12/s/ Mark A. Miller

A, B or C

A, B or C

STANDARD COMBINED CURB & GUTTER

HALF PLAN

INTEGRAL CONCRETE CURB

HALF PLAN

min.

20’-0

10’-065’-010’-0 65’-0

150’-0

(typ.)

10’-0

3’-0

3’-0

Varies

50’-0" max.

32’-0" min.

5’-0" min.

5’-0

" min.

25’-0"

5’-0"

min.

curb

concrete

Integral

S

5

5 9 209

5

F F

124

sheets for limits)

(See Plan and Profile

construction if required

Temporary R/W for drive

M

6

6

5

5

5

6

5

5 5

12 4

= 4

0’-0"

R

= 4

0’-0

"

R

5

5

5

6

Grade intersect point

Edge of PCCP

Edge of HMA pavement

curb and gutter

Standard concrete

PLAN VIEW

JOINT PLACEMENT DETAIL FOR PCCP DRIVES

4

4

13 14

WX

13 14

Drive

or R/W

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATESUPERVISOR, ROADWAY STANDARDS

See Standard Drawing 503-CCPJ-02 for longitudinal joint details.

See Standard Drawing E 610-DRIV-16 for details and corners.

sidewalk elevation transition details.

See Standard Drawing E 604-SDWK-01 or E 604-SDWK-02 for

drives.

3. Joint Placement Detail should be used with Class I, III and VII

and C-C.

2. See Standard Drawing E 610-DRIV-12 for sections A-A, B-B

additional Legend.

1. See Standard Drawings E 610-DRIV-13 for General Notes and

6.

4

5

to surface in place, see plans.

For type and thickness equivalent

Sidewalk elevation transition

subgrade treatment Type IIIA

PCCP for Approaches, 9 in., on

or

subgrade treatment Type IIIA

880#/syd HMA base, Type B on

275#/syd HMA Intermediate Type B on

165#/syd HMA Surface Type B on

HMA for Approaches:

LEGEND

M

S

JOINT PLACEMENT DETAIL

CLASS VII DRIVE AND

NOTES:

SEPTEMBER 2012

E 610-DRIV-07

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

/s/ Richard L. VanCleave 09/04/12

09/04/12/s/ Mark A. Miller

DESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATEDESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATE