GENERAL NOTE: SUBJECT DETAIL A - IN.gov · 1/1/2018 · r A f t e r 0 1-0 1-1 8 gore. See Detail A...

RPM:LOC:EXITGORE:DETA

E 8

08-T-2

19d 1 of 9

INDIANA DEPARTMENT OF TRANSPORTATION

Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

SHEET NO.

1

3

4

5

6

2

INDEX

SUBJECT

7

8

9 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

Dotted Line Markings Index and General Notes

highways.

roads and interchanges on expressways and conventional state

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

GENERAL NOTE:

INDEX AND GENERAL NOTESDOTTED LINE MARKINGS

DETAIL A

(Painted Nose)

Theoretical Gore

Ramp Gore Line

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

E 8

08-T-2

19d 2 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

ACCELERATION LANESDOTTED LINES FOR FREEWAY

gore. See Detail A on RPD E 808-T-219d Sheet 01.

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

NOTE:

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 8

08-T-2

19d 3 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

gore. See Detail A on Recurring Plan Detail E 808-T-219d Sheet 01.

8 in. white solid lines for gore areas shall connect at the theoretical 2.

spaced 40 ft apart.

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

NOTES:

DECELERATION LANESDOTTED LINES FOR FREEWAY

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 8

08-T-2

19d 4 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

AND EXTENDED AUXILIARY LANESFREEWAY SHORT AUXILIARY LANES

theoretical gore. See Detail A on RPD E 808-T-219 Sheet 01.

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

NOTE:

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 8

08-T-2

19d 5 of 9


FREEWAY LANE DROPS AND ROUTE SPLIT

Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8



NOTES:

for Gore Area


Markings, 40' Spacing

24" White Chevron

40' Spacing


(Painted Nose)

Theoretical Gore

1Length As Required by Design

4" White Solid Line 4" Yellow Solid Line

4" White Solid Line

4" White Broken Line8" White Solid Line

10'-0"

30'-0" 9'-0"

3'-0"


24" White Transverse Line

E 8

08-T-2

19d 6 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

LANE DROPS AT INTERSECTIONS

intersection.

The dotted line shall be extended to the lesser of 300 ft or the nearest 1

NOTES:

1

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

E 8

08-T-2

19d 7 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

DOUBLE ACCELERATION LANESDOTTED LINES FOR FREEWAY



NOTES:

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 8

08-T-2

19d 8 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

DOUBLE DECELERATION LANESDOTTED LINES FOR FREEWAY


8 in. white solid lanes for gore areas shall connect at the theoretical 3.

808-MKPM-02.

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

Install pavement marking message arrows if required by designer. 2

spaced 40 ft apart.

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

NOTES:

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 8

08-T-2

19d 9 of 9


Eff. fo

r Lettin

gs o

n or A

fter 0

1-0

1-1

8

WITH OPTION LANEMAJOR DIVERGE OR ROUTE SPLIT



E 808-MKPM-02.

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

Install pavement marking message arrows if required by designers. 1

NOTES:

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: SUBJECT DETAIL A - IN.gov · 1/1/2018 · r A f t e r 0 1-0 1-1 8 gore. See Detail A...

Documents

Transcript of GENERAL NOTE: SUBJECT DETAIL A - IN.gov · 1/1/2018 · r A f t e r 0 1-0 1-1 8 gore. See Detail A...