TITLE 92: TRANSPORTATION
CHAPTER I: DEPARTMENT OF TRANSPORTATION
SUBCHAPTER f: HIGHWAYS
PART 550 POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS
SECTION 550.ILLUSTRATION B TABLE OF ENTRANCE LAYOUT REQUIREMENTS



Section 550.ILLUSTRATION B   Table of Entrance Layout Requirements

 

 

NONCOMMERCIAL RURAL

NONCOMMERCIAL URBAN

COMMERCIAL RURAL

COMMERCIAL URBAN

INDUSTRIAL-COMMERCIAL-RECREATIONAL HGH-VOLUME TRAFFIC GENERATORS

WIDTH OF DRIVE

12' Min.

24' Max.

35' Max.

(60' Max. 6' from Edge of Pavement)

35' Max.

(85' Max. at Curb)

2@24'

or 35' Max.

RADII OF FLARE

10' Min.

30' Max.

5' Min.

15' Max.

10' Min.

40' Max.

10' Min.

25' Max.

30 – 50'

or 3 C.C.

ANGLE OF DRIVE

60º - 90º

*45º - 90º

ISLAND AREA

----

10' Min. at ROW

5' Min. Radius

10' Min 6' from Pavement

6' Min. at Edge of Pavement and at ROW

5' Min. Radius

4' – 18" Wide Median

DISTANCE FROM PROPERTY LINE (To any part of driveway or flare)

0' Min.

5' Min.

(6' from Edge of Pavement)

3' Min.

10' Min.

DISTANCE FROM INTERSECTING STREET

**50' Min.

***5' Min.

**50' Min.

----

**100' Min.

5' Min. from beginning of flare to extension of intersecting road ROW

DISTANCE BETWEEN DRIVES

----

10' Min.

(6' from Edge of Pavement and at ROW)

6' Min.

(at Edge of Pavement and at ROW)

440' Min.

660' Desirable

 

*         45º permitted only for one-way drives; 60º minimum for two-way drives.

**       From edge of intersecting road to beginning of driveway flare.

***     Undisturbed length of curb between driveway flare and intersecting street flare.