general note - indiana

RPM:LOC:EXITGORE:DETA

E 808-DLIM-01

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2018

SHEET NO.

1

3

4

5

6

2

INDEX

SUBJECT

7

8

9

highways.

roads and interchanges on expressways and conventional state

The dotted line details for freeways also apply to collector distributor 1.

GENERAL NOTE:

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Major Diverge or Route Split with Option Lane

Pavement Markings for Freeway Double Deceleration Lanes

Dotted Lines for Freeway Double Acceleration Lanes

Lane Drops at Intersections

Freeway Lane Drops and Route Split

Freeway Short Auxiliary Lanes and Extended Auxiliary Lanes

Dotted Lines for Freeway Deceleration Lanes

Dotted Lines for Freeway Acceleration Lanes

Index and General Notes

INDEX AND GENERAL NOTES

DOTTED LINE MARKING

03/12/18

/s/ John Leckie 05/03/18

/s/ David H. Boruff

3'-0"

9'-0" 10'-0"

30'-0"

3'-0"

9'-0" 10'-0"

30'-0"

4" White Dotted Line

for Gore Area

8" White Solid Line4" White Solid Line

4" Yellow Solid Line

4" White Solid Line

5" White Broken Line


4" White Solid Line


4" White Solid Line



PARALLEL ACCELERATION LANE

4" White Dotted Linefor Gore Area

8" White Solid Line

TAPERED ACCELERATION LANE

(Painted Nose)

Theoretical Gore

(Painted Nose)

Theoretical Gore



DATECHIEF ENGINEER


E 808-DLIM-02

SEPTEMBER 2018

ACCELERATION LANES

DOTTED LINES FOR FREEWAY

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gore.

8 in. white solid lines for gore areas shall connect at the theoretical 1.

NOTE:

03/12/18/s/ David H. Boruff


DETAIL A (Painted Nose)

Theoretical Gore

Ramp Gore Line

30'-0"

3'-0"

30'-0"

PARALLEL DECELERATION LANE

3'-0"


4" Yellow Solid Linefor Gore Area

8" White Solid Line

for Gore Area

8" White Solid Line



4" White Solid Line





4" White Solid Line

9'-0" 10'-0"

9'-0" 10'-0"

TAPERED DECELERATION LANE

(Painted Nose)

Theoretical Gore

(Painted Nose)

Theoretical Gore

E 808-DLIM-03



DATECHIEF ENGINEER


SEPTEMBER 2018

DECELERATION LANES


gore. See Detail A on Standard Drawing E 801-DLIM-02.


spaced 40 ft apart.

Where required, white chevron markings shall be 24 in. wide and 1

NOTES:

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45°

45°

1

1

4" White Solid Line


4" White Solid Line


4" White Solid Line



AUXILIARY LANE LESS THAN 2 MILES

for Gore Area

8" White Solid Linesfor Gore Area

8" White Solid Lines


3'-0"

30'-0"

9'-0" 10'-0"

2 Miles (Max.)

30'-0"

4" White Solid Line

4" Yellow Solid Line 4" White Solid Line


4" White Solid Line



for Gore Area


for Gore Area



9'-0" 10'-0"

EXTENDED AUXILIARY LANE

3'-0"

4" White Solid Line


(Painted Nose)

Theoretical Gore

(Painted Nose)

Theoretical Gore

2 Miles (Max.)

E 808-DLIM-04



DATECHIEF ENGINEER


SEPTEMBER 2018

AND EXTENDED AUXILIARY LANES

FREEWAY SHORT AUXILIARY LANES



NOTE:

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45°

40' Spacing, Install If Required

24" White Chevron Markings,

(Painted Nose)

Theoretical Gore

(Painted Nose)

Theoretical Gore

45°

40' Spacing, Install If Required



4" White Solid Line

4" White Solid Line


3'-0"

9'-0" 10'-0"

30'-0"


3'-0"

30'-0"

4" Yellow Solid Linefor Gore Area


4" White Solid Line


LANE DROP

45°

8" White Dotted Line5" White Broken Line (Typ.)

9'-0"10'-0"

ROUTE SPLIT WITH DEDICATED LANES

(Painted Nose)

Theoretical Gore

1/2 Mile (Min.)

1/2 Mile (Min.)

5" White Broken Lines (Typ.)

E 808-DLIM-05



DATECHIEF ENGINEER


SEPTEMBER 2018

FREEWAY LANE DROPS AND ROUTE SPLIT



NOTE:

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for Gore Area


Markings, 40' Spacing

24" White Chevron

40' Spacing


(Painted Nose)

Theoretical Gore

4" White Solid Line 4" Yellow Solid Line

4" White Solid Line

1Length As Required by Design4" White Broken Line

8" White Solid Line

10'-0"

30'-0" 9'-0"

3'-0"


24" White Transverse Line

E 808-DLIM-06



DATECHIEF ENGINEER


INTERSECTIONS

LANE DROPS AT

SEPTEMBER 2018

NOTE:

intersection.

to the lesser of 300 ft or the nearest

The dotted line shall be extended1

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3'-0"

9'-0" 10'-0"

30'-0"

3'-0"

9'-0" 10'-0"

30'-0"

for Gore Area

8" White Solid Line 4" White Solid Line


4" White Solid Line



4" White Solid Line


4" White Solid Line



PARALLEL ACCELERATION LANE

4" White Dotted Linefor Gore Area

8" White Solid Line


4" White Solid Line

4" or 5" White Broken Line

4" or 5" White Dotted Line

Broken Line4" or 5" White600' (Typ.)

(Painted Nose)

Theoretical Gore

(Painted Nose)

Theoretical Gore

TAPERED ACCELERATION LANE FOR MAINTENANCE AND RESURFACE CONTRACTS ONLY



DATECHIEF ENGINEER


E 808-DLIM-07

SEPTEMBER 2018

DOUBLE ACCELERATION LANES




NOTE:

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30'-0"

3'-0"

30'-0"

3'-0"



for Gore Area

8" White Solid Line

for Gore Area

8" White Solid Line

4" White Solid Line

4" White Solid Line






9'-0"10'-0"

9'-0"

10'-0"

PARALLEL DECELERATION LANE

PARALLEL DECELERATION LANE WITH OPTIONAL EXIT LANE


COMBO ARROW

19'-1 1/2" 12-0"

10'-9"

TURN ARROW

(Painted Nose)

Theoretical Gore

(Painted Nose)

Theoretical Gore

9'-1 1/2

"

E 808-DLIM-08



DATECHIEF ENGINEER


SEPTEMBER 2018

DOUBLE DECELERATION LANES


NOTES:

E 808-DLIM-01.

theoretical gore. See Detail A on Standard Drawing

8" White solid lanes for gore areas shall connect at the3.

on Standard Drawing E 808-MKPM-02.

by designer. Arrows are 1.5 times larger than as shown

Install pavement marking message arrows if required2

24 in. wide and spaced 40 ft apart.

Where required, white chevron markings shall be1

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45°

45°

1

1

800' (min.) 800'22

12'-0"

1'-5"

1'-5"4'-9"

9'-1 1/2"

9'-1 1/2"


4" White Solid Line

4" White Solid Line


(Typ.)

5" White Broken Lines

3'-0"

30'-0"


for Gore Area


4" White Solid Line


45°

8" White Solid Line

5" White Broken Line (Typ.)

9'-0"

10'-0"

ROUTE SPLIT WITH OPTIONAL EXIT LANE

3'-0"

9'-0"

10'-0"

30'-0"

800'

Dotted Line

8" White

800'


Turn Arrow

Arrow

Combo

MAJOR DIVERGE WITH OPTIONAL EXIT LANE

800' (min.)

800' (min.)

P.C.

P.I.

COMBO ARROW TURN ARROW

(Painted Nose)

Theoretical Gore

19'-1 1/2" 12-0"

10'-9"

9'-1 1/2

"

1/2 Mile (Min.)

1/2 Mile (Min.)

1

1

E 808-DLIM-09



DATECHIEF ENGINEER


SEPTEMBER 2018

WITH OPTION LANE

MAJOR DIVERGE OR ROUTE SPLIT



E 808-MKPM-02.

Arrows are 1 1/2 times larger than as shown on Standard Drawing

Install pavement marking messafe arrows if required by designers. 1

NOTES:

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for Gore Area


Markings, 40' Spacing

24" White Chevron

40' Spacing


8" White Solid Line

Combo Arrow

Turn Arrow(Painted Nose)

Theoretical Gore

12'-0"

1'-5"

1'-5"

9'-1 1/2"

4'-9"

9'-1 1/2"

general note - indiana

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