INDEX When the maximum approach grade of ±10% does not ... · Drawing Index and General Notes Class VI Drive Approach Grades Class VII Drive Approach Grades Pavement Wedge and Pay

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2019

SHEET NO. SUBJECT

INDEX

1

2

3

4

5

6

7

8

9

10

11

12

13

15

14

16

17

18

Class I and Class III Drives Approach Grades

E 610-DRIV-01

GENERAL NOTES AND LEGEND

INDEX

Class I Drive (Residential) Plan

Class II Drive (Residential) Plan

Class III Drive (Commercial) Plan

Class IV Drive (Commercial) Plan

Class V Drive (Field Entrance) Plan and Section

Class VI Drive (Industrial) Plan and Section

Class VII Drive (Industrial) Plan

Class II and Class IV Drives Sections

Class II, IV & V Drives Approach Grades

Private Drive Crossover Plans

Commerical Drive Crossover Plans

Private and Commercial Drive Crossover Sections

Drawing Index and General Notes

Class VI Drive Approach Grades

Class VII Drive Approach Grades

Pavement Wedge and Pay Limits for Class II, IV and VII Drives

or outside the clear zone.

The appropriate pipe end treatment should be provided for pipes located either inside the clear zone

GENERAL NOTES

the existing driveway grade. Construction beyond the R/W line shall be done in temporary R/W.

R/W line, the approach grade of ±10% shall extend beyond the R/W to the point of intersection with

When the maximum approach grade of ±10% does not meet the grade of the existing drive before the

slopes should desirably be 4:1 but not steeper than 3:1.

Drawing E 610-PRAP-01. Outside the clear zone or the obstruction-free zone, the embankment

or within the obstruction-free zone for 3R projects should be as shown in the table on Standard

Embankment slopes within the mainline clear zone for new construction/reconstruction projects

1.

2.

3.

5.

4.

are required in transverse direction. Spacing shall be 1/2 the length of the driveway or 15 feet max.joints

For Class III, IV, VI and VII Drives, if length of the driveway is more than 15 feet, then D-1 contraction

shall be as shown elsewhere on the plans.

400 trucks per day. If the truck traffic count is greater than 400 per day, the required pavement section

The minimum driveway pavement sections for Class III, IV, VI and VII Drives have been designed for

Joint Placement, Corner Reinforcing, Monolithic Curb, and Concrete Curb and Gutter Details

5/1/2019

6/5/2019

Existing

Drive

Grade Intersect Point

Monolithic Curb

R=20'-0" min. a

dj. to tra

vel lane

R=10'-0" min. a

dj. to parking lane

R=10'-0"

PLAN VIEW

Monolithic Curb

Street

Sidewalk Sidewalk

20'-0" (max.)

10'-0" (min.)

2

S

2

Buffer

1/2" Preformed Joint Filler

10'-0" desirable5'-0" minimum

or R/W or R/W

A,B

Existing

Drive

Grade Intersect Point

Monolithic Curb

R=20'-0" min. a

dj. to tra

vel lane

R=10'-0" min. a

dj. to parking lane

R=10'-0"

PLAN VIEW

Monolithic Curb

Street

Sidewalk Sidewalk

20'-0" (max.)

10'-0" (min.)

2

S

M

2

Buffer



or R/W or R/W

A,B

1/2" Preformed Joint Filler (Typ.)

Intergal Curb1/2" Preformed Joint Filler (Typ.)

M

CONCRETE CURB AND GUTTER

INTEGRAL CONCRETE CURB

Gutter Line

Te

mporary R/W if re

q'd.

Concrete Curb and Gutter (typ.)

Edge of HMA Pavement

Te

mporary R/W if re

q'd.



DATECHIEF ENGINEER

SEPTEMBER 2019

E 610-DRIV-02

M

S

Sidewalk Elevation Transition

For type and thickness equivalent to surface in place, see plans.

Subgrade Treatment Type II (6 in. Coarse Aggregate No. 53)

Dense Graded Subbase on

PCCP for Approaches, 6 in., on

LEGEND

(RESIDENTIAL)

CLASS I DRIVE


See Standard Drawing E 610-DRIV-09 for Sections A-A and B-B.3.

details.

See Standard Drawing E 604-SDWK-03 sidewalk driveway crossing 2

details.

corner reinforcing, monolithic curb, and concrete curb and gutter

See Standard Drawing series E 610-DRIV-14 for joint placement, 1.

NOTES:

5/1/2019

6/5/2019

Edge of travel lane

R = Variable

PLAN VIEWPLAN VIEW

Te

mp.

R/W

Te

mp.

R/W

Connect to drive in place

R/W

Shoulder break

Edge of travel lane

R/W R/W

Te

mp.

R/W

Te

mp.

R/W

R/W


Shoulder break

than 8'-0" width.

Paved shoulder less

S SS S

F

F

(PAVED SHOULDER LESS THAN 8'-0" IN WIDTH OR UNPAVED SHOULDER) (PAVED SHOULDER 8'-0" OR GREATER IN WIDTH)

D, E

D, E

of ditch of ditch

T T TT N

N

M

S

M

S

10'-0" desirable

5'-0" minimum

= 25'-0"

R

= 15'-0

"

R

= 2

5'-0"

R

8'-0" or greater in width

Edge of paved shoulder

30'-0"= 15'-0"

R

Length variable

Length variable

24'-0" (max.)

12'-0" (min.)

24'-0" (max.)

12'-0" (min.)

10'-0" (desirable)

5'-0" (min.)

if req'd.

Te

mporary R/W

Variable

Variable

if req'd.

Te

mporary R/W

4'-0" Desirable 4'-0" Desirable

Pipe End Treatment (Typ.)Pipe End Treatment (Typ.)

E 610-DRIV-03



DATECHIEF ENGINEER


SEPTEMBER 2019

M

N

T

M

T

(RESIDENTIAL)

CLASS II DRIVE

Plan shoulder section.

to surface in place, see plans.

For type and thickness equivalent

or the paved shoulder section.

The greater thickness of either the drive


Dense Graded Subbase, on


or


6" Compacted Aggregate No. 53, on

275#/syd HMA Intermediate Type B on

165#/syd HMA Surface Type B on

HMA for Approaches, Type B

LEGEND

S

placement details.

For PCCP Drives see Standard Drawing E 610-DRIV-14 for joint 4.

reinforcement as detailed in Standard Drawing E 610-DRIV-14.

The radii for PCCP Class II drives shall be constructed using corner 3.

for approach grades.

See Standard Drawing E 610-DRIV-11 for Sections D-D, E-E and F-F 2

See Standard Drawing E 610-DRIV-10 for Section S-S.1.

NOTES:

5/1/2019

6/5/2019

Existing Drive

R = 20'-0" min. adj. to traffic lane

R = 10'-0" min. adj. to parking lane

or R/W


1/2" preformed joint filler


Gutter line

Monolithic curb

SidewalkSidewalk

Concrete curb and gutterConcrete curb and gutter

Edge of HMA pavement

Grade intersect point

A, B

A, B

or R/W

Street

R = 10'-0"

40'-0" (max.)

20'-0" (min.)

Sidewalk

Sidewalk

M

22

2

S

M

10'-0" Desirable

5'-0" minimum

2

Buffer

Integral curb (Typ.)

Buffer

Monolithic curb

PLAN VIEW


PLAN VIEW

Sidewalk


R = 20'-0" min. adj. to traffic lane

R = 10'-0" min. adj. to parking lane

Te

mporary R/W if re

q'd.

Monolithic CurbMonolithic Curb

10'-0" Desirable

5'-0" minimum

R = 10'-0"

Existing Drive Grade intersect point

or R/W or R/W S

20'-0" (min.)

40'-0" (max.)

Te

mporary R/W if re

q'd.

E 610-DRIV-04



DATECHIEF ENGINEER


M

(COMMERCIAL)

CLASS III DRIVE

SEPTEMBER 2019

S

and concrete curb and gutter details.

3. See Standard Drawing E 610-DRIV-14 for joint placement, monolithic curb,

2 See Standard Drawing E 604-SDWK-03 for sidewalk driveway crossing details.

1. See Standard Drawing E 610-DRIV-09 for Section A-A, and Section B-B.

NOTES:

Sidewalk elevation transitions.

For type and thickness equivalent to surface in place, see plans.


Geogrid Type 1B, on


PCCP for Approaches 9 in., on

LEGEND

5/1/2019

6/5/2019

R/W

Te

mp.

R/W

Te

mp.

R/W

Variable

D, E

D, E

50'-0" (min.)

(PAVED SHOULDER 8'-0" FEET OR GREATER IN WIDTH)

(PAVED SHOULDER LESS THAN 8'-0" IN WIDTH OR UNPAVED SHOULDER)

PLAN VIEW

PLAN VIEW

T T

in place

Connect to drive

M

Shoulder break

T

Edge of travel lane

T

Painted line

P P

PP

N

M

S

S

N

Edge of travel lane

Shoulder break

Painted line




R/W


40'-0" (max.)

20'-0" (min.)

= 20'-0"

R

= 20'-0"

R

75'-0" (min.)

40'-0" (max.)

20'-0" (min.)

= 20'-0"

R

= 20'-0"

R

4'-0" Desirable

4'-0" Desirable

Length variable

Shoulder exclusion (HMA shoulder only)

if req'd.

Te

mporary R/W

of Ditch

of Ditch

if req'd.

Te

mporary R/W

shoulder

Paved

Pipe End Treatment (Typ.)


F

F


E 610-DRIV-05



DATECHIEF ENGINEER


SEPTEMBER 2019

T

N M

M

S

T

(COMMERCIAL)

CLASS IV DRIVE

Plan shoulder section.






Geogrid Type 1B on


PCCP for Approaches, 9", on

or

Geogrid, Type 1B

Subgrade Treatment Type II (6 in. Coarse Aggregate No. 53), on

660 lbs/syd HMA Base, Type B, on

275 lbs/syd HMA Intermediate, Type B, on

165 lbs/syd HMA Surface, Type B, on

HMA for Approaches, Type B,

LEGEND

placement details.

For PCCP Drives, see Standard Drawing E 610-DRIV-14 for joint 3.

See Standard Drawing E 610-DRIV-10 for Section P-P.2.

See Standard Drawing E 610-DRIV-11 for Sections D-D, E-E and F-F.1.

NOTES:

Te

mp.

R/W

Variable

Length variable

Te

mp.

R/W

5/29/2019

6/5/2019

surface

Unimproved

A

D,E & F

A


32'-0" (desirable min.)

R=25'-0"

R/W

Te

mp.

R/W

Shoulder break

paved shoulder

Edge of travel lane orShoulder break

Te

mp.

R/W

R/W

Length variable

if req'd.

Te

mporary R/W

in place

Connect to drive

2

PLAN VIEW

R=25'-0"

40'-0" (max.)

24'-0" (min.)4' desirable 4' desirable


of ditch

D, E & F

Slope 6:1 Slope 6:1

Slope 4:

1Unimproved surface

32'-0" (desirable min.)

SECTION A-A

4' Desirable 4' Desirable

2% 2%

40'-0" max.

24'-0" min.

E 610-DRIV-06



DATECHIEF ENGINEER


SEPTEMBER 2019

(FIELD ENTRANCE)

CLASS V DRIVE

shall be tangent to the edge of the paved shoulder.

lane. Where the paved shoulder width is 8'-0" or more, the drive radii

than 8'-0", the drive radii shall be tangent to the edge of the travel

Where the shoulder is earth or aggregate or the paved width is less 2

See Standard Drawing E 610-DRIV-11 for sections D-D, E-E, and F-F.1.

NOTES:

5/1/2019

6/5/2019

Slope 6:1

6:1 6:1

Slope 6:1

SECTION D-D

SECTION E-E

SECTION F-F

specified in plansShoulder section as

Min.

4'-0"

10'-0" max.

11'-0" max

Min.

4'-0"

11'-0" max.

M

N

Shoulder Break

2% 2%

Varies

2%

DD

E

F

FE

PLAN VIEW

10'-0" 10'-0"

50'-0" Max.

32'-0" Min.

75'-0" Taper65'-0"65'-0"75'-0" Taper

Max.

11'-0"

25'-0"

10'-0"

M

4'-0" (Min.)

N N

S R/W

Shoulder Break

Paved Shoulder

Painted LinePainted Line

Paved Shoulderr

Shoulder Break

R/W

Edge Travel Lane

N




DATECHIEF ENGINEER


SEPTEMBER 2019

E 610-DRIV-07

LEGEND

S

N M

M

(INDUSTRIAL)

CLASS VI DRIVE





Subgrade Treatment Type II (6 in. Coarse Aggregate No.53)

Geogrid, Type 1B, on



or

Geogrid, Type 1B

Subgrade Treatment Type II (6 in. Coarse Aggregate No.53), on

660 lb/syd HMA Base, Type B on

275 lbs/syd HMA Intermediate, Type B on



For < 400 Trucks per day

placement details.

For PCCP Drives see Standard Drawing E 610-DRIV-14 for joint 3.

45'-0" turning radius.

Class VI Drive accommodates a WB-67 (IDV) design vehicle with a 2.

See Standard Drawing E 610-DRIV-12 for drive approach grades.1.

NOTES:

20'-0"

40'-0"

(See plan & profile sheet for limits)

Temporary R/W for drive construction if requiredGrade Interesect Point

5/1/2019

6/5/2019

Varies

Drive A, B or C

A, B or C

25'-0"

10'-0"65'-0"65'-0"10'-0"

150'-0"

25'-0"

5'-0" Min.

R = 4

0'-0"

R = 4

0'-0

"

5'-0

" Min. 5

'-0"

Min.

M

Grade Intersection Point

S

Drive

or R/W

1/2" Preformed Joint Filler1/2" Preformed Joint Filler

Drive

25'-0"

10'-0"65'-0"65'-0"10'-0"

150'-0"

25'-0"

5'-0" Min.

Min.

20'-0"

R = 4

0'-0"

R = 4

0'-0

"

5'-0

" Min.

M

Grade Intersection Point

S

Drive

or R/W

1/2" Preformed Joint Filler1/2" Preformed Joint Filler

Varies

construction if required

Temporary R/W for drive

Edge of HMA Pavement Edge of HMA Pavement


5'-0"

Min.


construction if required

Temporary R/W for drive

50'-0" Max.

32'-0" Min.

50'-0" Max.

32'-0" Min.

22

22

Intergal Curb

PLAN VIEW


PLAN VIEW

CONCRETE CURB & GUTTER

Buffer

Buffer

E 610-DRIV-08



DATECHIEF ENGINEER


SEPTEMBER 2019

M

S

(INDUSTRIAL)

CLASS VII DRIVE




Geogrid, Type 1B, on



or

Geogrid, Type 1B

Subgrade Treatment Type II (6 in. Coarse Aggregate No.53) on

660 lbs/syd HMA Base, Type B, on

275 lbs/syd HMA Intermediate, Type B, on



For < 400 Trucks per day

LEGEND

curb, and concrete curb and gutter details.

See Standard Drawing E 610-DRIV-14 for joint placement, monolithic 3.

details.


See Standard Drawing E 610-DRIV-12 for Sections A-A, B-B and C-C.1.

NOTES:

Min.

20'-0"

5/1/2019

6/5/2019

45°

45°

Max. grade 14% up or 6% down

10'-0" min.

1 1/2"

min.

6"or 14% down

Max. grade 15% up

or R/W

or R/W

is PCCP

required when existing drive


is PCCP

required when existing drive


or 14% down

Max. grade 15% up

1 1/2"

Max. grade 14% up or 6% down

10'-0" min.

Max. algebraic diff.


existing drive

Meet grade of

existing drive

Meet grade of

existing driveMeet grade of

existing drive

Meet grade of





+2% max. sidewalk slope

Sidewalk (4'-0" min.)

+8.33% max. driveway grade

SECTION A-A

(SIDEWALK ABUTS BACKFACE OF CURB)

SECTION B-B

(SIDEWALK SEPARATED FROM BACK OF CURB BY BUFFER)

+ 2% max. sidewalk slope

Sidewalk (6'-0" min.)

4

4

4

4

4

4

6" minimum

max grade 2% up

or 6% down

5

5

E 610-DRIV-09



DATECHIEF ENGINEER


SEPTEMBER 2019

LEGEND

= PCCP

= Curb ramp or sidewalk elevation transition.

APPROACH GRADES

CLASS I AND CLASS III DRIVE


See Standard Drawing E 610-DRIV-14 joint placement, monolithic 5

crested grade nor 12% for sagged grade

The maximum algebraic difference in grades shall not exceed 8% for 4

details.

See Standard Drawing E 604-SDWK-03 for sidewalk driveway crossing 3.

section.

See Standard Drawing E 610-DRIV-04 Class III Drive pavement 2.

See Standard Drawing E 610-DRIV-02 Class I Drive pavement section.1.

NOTES:

5/29/2019

6/5/2019

Slope 4:

1

Slope 4:

1

SECTION S-S - CLASS II DRIVES

Slope

Slope 6:1 Slope 6:1

SECTION P-P - CLASS IV DRIVES

Slope 6:1Slope 6:1

Slope

4'-0" desirable

40'-0" (max.)

20'-0" (min.) 4'-0" desirable

4'-0" desirable

24'-0" (max.)

12'-0" (min.) 4'-0" desirable

2% 2%

2% 2%

E 610-DRIV-10



DATECHIEF ENGINEER


SEPTEMBER 2019

SECTIONS

CLASS II AND CLASS IV DRIVE

See Standard Drawing E 610-DRIV-05 for Class IV Drive details.2.

See Standard Drawing E 610-DRIV-03 for Class II Drive details.1.

NOTES:

5/1/2019

6/5/2019

Distance beyond R/W

(Temp. R/W req'd.)

Distance beyond R/W

(Temp. R/W req'd.)

Distance beyond R/W

(Temp. R/W req'd.)

(APPROACH GRADE FOR CUT OR FILL TO BE USED WITH EARTH SHOULDERS)

(APPROACH GRADE FOR CUT OR FILL TO BE USED WITH PAVED SHOULDER 8'-0" OR WIDER)

(APPROACH GRADE FOR CUT OR FILL TO BE USED WITH LESS THAN 8'-0" WIDTH PAVED OR COMPACTED AGGREGATE SHOULDERS )

5'-0"

10'-0" V.C.10'-0" V.C.

10'-0" V.C.

10'-0" V.C.

5'-0"

10'-0" V.C.10'-0" V.C.

10'-0" V.C.10'-0" V.C.24'-0"

Length variable

shoulder width

Mainline

Length variable

Length variable

shoulder width

Mainline

Shoulder width

10'-0" V.C.

SECTION E-E

SECTION D-D

SECTION F-F

2

2

-8%

Paved shoulder

-4% Shoulder slope

Variable to +10% (max.)-4% Mainline Shoulder slope

aggregate shoulderPaved or compacted

existing drive

Meet grade of

existing drive

Meet grade of

existing drive

Meet grade of

existing drive

Meet grade of

existing drive

Meet grade of

existing drive

Meet grade of

Edge of travel lane or auxiliary lane

Pavement

slope (earth)

Mainline shoulder

-4% Variable to +10% (max.)

Variable to -10% (max.)


Pavement Variable to +10% (max.)

Variable to -15% (max.)

R/WEdge of travel lane or auxiliary lane

Variable to -15% (max.)Cut or fill slope

Pavement

R/W

R/W

Cut or fill slope

3 3 3

3

3 3

3 3 3

E 610-DRIV-11



DATECHIEF ENGINEER


SEPTEMBER 2019

APPROACH GRADES

CLASS II, IV & V DRIVES

grade and 14% for sagged grades.

The maximum algebraic difference shall not exceed 11% for crested 3

grades shall not exceed 11%.

shoulder without a crest vertical curve. The algebraic difference in

downgrade breakpoint of the drive may begin at the edge of the

construction of a drive from a roadway in an embankment section, the

Where physical restrictions limits the space available for the 2

Sections D-D, E-E and F-F.

See Standard Drawing E 610-DRIV-03, -05 and -06 for location of 1.

NOTES:

5/1/2019

6/5/2019

TYPICAL PROFILE GRADE IN FILL

TYPICAL PROFILE GRADE IN CUT

-2% slope

6:1

c

4:1

-2% slope

3:1

Fill slope

-10% max. grade

Length varies

Hc

(Temporary R/W req'd.)

Distance beyond R/W

Desirable clear zone

-2% to -10%

Grade varies

Drive length variable

Drive length variable

H

Desirable clear zone

-2% to -10%

Grade varies

+10% max. grade

Length varies

(Temporary R/W req'd.)

Distance beyond R/W

6:1

R/W line

existing drive

Meet grade of

pavement

Edge of

or auxiliary lane

Edge of travel lane

existing drive

Meet grade of

pavement

Edge of

R/W line

existing drive

Meet grade of

existing drive

Meet grade of

or auxiliary lane

Edge of travel lane

24'-0" max.

11'-0" max.

V.C.

10'-0"

V.C.

10'-0"

V.C.

10'-0"

V.C.

10'-0"

V.C.

10'-0"

V.C.

10'-0"

V.C.

10'-0"

24'-0" max.

11'-0" max.

V.C.

10'-0"

3

2

2

3

E 610-DRIV-12



DATECHIEF ENGINEER


SEPTEMBER 2019

APPROACH GRADES

CLASS VI DRIVE

crested grade and 14% for sagged grades.


The earth cover shall be 1 ft or greater.2

Drive.

See Standard Drawing E 610-DRIV-07 for plan and sections of Class VI 1.

NOTES:

5/1/2019

6/5/2019

Where necessary

Where necessary

Where necessary

SECTION A-A

SECTION B-B

SECTION C-C

when existing drive is PCCP

1/2" preformed joint filler required

+8.33% Max.+2% Max.+8.33% Max.

(+ or -) beyond R/W

Max. grade 10%

Approach length

Meet grade of existing drive

Max. algebraic difference

Equivalent to surface in place







Approach length

Approach length

or R/W

or R/W

or R/W

+2% (Max.)

+2% (Max.)

variable

Height of curb



(+ or -) beyond R/W

Max. grade 10%



(+ or -) beyond R/W

Max. grade 10%

+8.33% Max.+2% Max.

+8.33% Max.+2% Max.

2

2

2

1'-0"Sidewalk

1'-0"Sidewalk

Sidewalk

variable

Height of curb

3

3

3 E 610-DRIV-13



DATECHIEF ENGINEER


SEPTEMBER 2019

APPROACH GRADES

CLASS VII DRIVE

= Curb Ramp or Sidewalk Elevation Transition

LEGEND


See Standard Drawing E 610-DRIV-14 for joint placement, monolithic 3

crested grades and 12% for sagged grade.


See Standard Drawing E 610-DRIV-08 for plan of Class VII Drive.1.

NOTES:

5/1/2019

6/5/2019

45°

1 1/2"7"

2'-7" 6"

8"6"

CLASS I DRIVE

CONCRETE CURB AND GUTTER DETAIL

PCCP for Approaches, 6 in.

SECTION A-A

HALF PLAN


JOINT PLACEMENT DETAIL FOR PCCP DRIVES

3'-0"3

'-0"

9

Edge of HMA Pavement

Edge of PCCP 5

5

9

Integral Concrete Curb

66

(typ.)

10'-0

SidewalkSidewalk2

2

5

A

A

Curb and Gutter

Concrete Curb

HALF PLAN


D

Variable R

adius 5'-0

SECTION D-DD

6"

2'-0"

6"

TYPICAL CORNER REINFORCING FOR CLASS II DRIVE

spaced 6" c. to c.

3-#5 x 10'-0"

55


1-#5 x 14'-0"

2-#5 x 10'-0"

Place at mid-depth

of pavement

TYPICAL CORNER REINFORCING FOR CLASS I DRIVE

of pavement)

(Place at mid-depth

3-#5 x 10'-0"


Plain concrete

MONOLITHIC CURB

R=1"R=2"

6"1"

Min.

6"

6

Varies 0 to 6"

1 1/2"

7"

2'-7"

1'-0"

9" 9"

PCCP for Approaches, 9 in.

SECTION A-A

CLASS III AND CLASS VII DRIVE

CONCRETE CURB AND GUTTER DETAIL

E 610-DRIV-14



DATECHIEF ENGINEER


SEPTEMBER 2019

5

9

6

details.


See Standard Drawing series E 503-CCPJ for joint details.1.

NOTES:

Longitudinal Joint

Monolithic Curb


LEGEND

AND GUTTER DETAILS

MONOLITHIC CURB, AND CONCRETE CURB

JOINT PLACEMENT, CORNER REINFORCING,

5/29/2019

6/5/2019

PRIVATE DRIVE CROSSOVER PLAN FOR W = 8'-0" to less than 30'-0"

PRIVATE DRIVE CROSSOVER PLAN FOR W = 30'-0" to over 40'-0"w = 3

0'-0"

TO 4

0'-0"6'-0"

(P/2)+

2'-0"

W = 1

5'-0" to < 3

0'-0"

28'-0"

R = 15'-0"

R = 15'-0"

5'-0"

5'-0"

5

1 4

3

1 4 5

1 4

P/2

(P/2)+

2'-0"

Ear Construction Type B

Ear Construction Type A

Ear Construction Type B

Ear Construction Type A Crossover

5

Crossover Pavement

4

4

Pavement

Pavement

3

30'-0"

5

5

1 4 Pavement Crossover

Pavement

Pavement



Pavement



P/2

P/2

R=3'-0"R=5'-0"

R = 15'-0"

R = 15'-0"

5

5

R = 15'-0"

R = 15'-0"

P/2

W/4

W/4

W/4

W/4

P/2

R = W-

(P/2)

2

R = W+(P/2)2

5'-0

"

5'-0"

5'-0"

5'-0"

Variable 5'-0" max.

Variable 5'-0" max.

to < 1

5'-0"

W = 8'-0"

W = o

ver 40'-0"

Max.1

5'

W/4

Max. 15'

W/4

Max. 15'

W/4

Max. 15'

W/4

Typ. for

Rural

Typ. for

Urb

an

1 4

53

3

4

4 4

4

4

4

1 4

1 4

1 4

B B

B B

A A

A A

E 610-DRIV-15



DATECHIEF ENGINEER


SEPTEMBER 2019

PLANS

PRIVATE DRIVE CROSSOVER

PCCP and HMA pavement.

See Standard Drawing E 610-DRIV-16 for sections A-A and B-B for 6.

1" Preformed Joint Filler.5

details.

Longitudinal Joint, see Standard Drawing series E 503-CCPJ for joint 4

details.

See Standard Drawing E 605-CCIN-01 for Integral Concrete Curb 3

E 610-DRIV-16 for sections A-A and B-B

E 605-ERCN-01 for Ear Construction Type "A" and Type "B" details.

See Standard Drawings:2.

Thickened edge1

NOTES:

P/2

W/2

W/2

T

yp. for

Rural

Typ. for

Urb

an

5/1/2019

6/5/2019

for profile

Grade as shown14

2' 2'

+2%

+2%-2%

31

2'2'

4

V.C. = W

V.C. = W

3 3

341

41

W

W

W

W

PCCP SECTION

PCCP SECTION

-2%

Pvm't.

Crowned

Pvm't.

Crowned5

5

5

5

6

6

6

6

7" or 9"

7" or 9"

+2% -2%

+2% -2%

SECTION TO BE USED WITH 3-IN. TILTED PAVEMENT

SECTION TO BE USED WITH CROWN PAVEMENT

HMA SECTION

SECTION A-A

SECTION B-B

HMA SECTION

E 610-DRIV-16



DATECHIEF ENGINEER


SEPTEMBER 2019

CROSSOVER SECTIONS

PRIVATE AND COMMERCIAL DRIVE

Subgrade Treatment Type II (6 in. Coarse Aggregate, No. 53)


PCCP for Approaches, 9 in. on

or

Subgrade Treatment, Type II (6 in. Coarse Aggregate, No. 53)

6" Compacted Aggregate, No. 53 on

275 lbs/yd² HMA Intermediate, Type B on

165 lbs/yd² HMA Surface Type B on

HMA for Approaches, Type B:

For AADTT ≤ 50shown on the plans, unless otherwise directed.

Commercial Drive Crossover shall be constructed of HMA or PCCP as 6

Subgrade Treatment Type II (6 in. Coarse Aggregate, No. 53)


PCCP for Approaches, 7 in. on

or

Subgrade Treatment, Type II (6 in. Coarse Aggregate, No. 53)

6" Compacted Aggregate, No. 53 on

275 lbs/yd² HMA Intermediate, Type B on

165 lbs/yd² HMA Surface Type B on

HMA for Approaches, Type B:

For AADTT ≤ 50on the plans, unless otherwise directed.

Private Drive Crossover shall be constructed of HMA or PCCP as shown 5

details.

Longitudinal Joint, see Standard Drawing series E 503-CCPJ for joint 4

details, and Standard Drawing E 610-DRIV-14 for spacing.

Contraction Joint Type D-1. See Standard Drawing E 503-CCPJ-03 for 3

of Sections A-A and B-B.

See Standard Drawings E 610-DRIV-15 and E 610-DRIV-17 for location 2.

Thickened edge to be same thickness as mainline pavement.1

NOTES:

5/1/2019

6/5/2019

Variable -5' max.

3' R

2

2

W = 1

5' to < 3

0'

5' R

R = 15'

R = 15'

R = W - (P/2)

R = W + (P/2)

R = W - 15'

R = 15'

28'

Variable 5' max.

W = 3

0' to 4

0'

W = o

ver 40'

Typ. for

Urb

an

P/2

P/2

W/2

W/2

P/2 + 2'

P/2

W/4

W/4

W/4

W/4

P/2

5'

5'

5'

5'

5'

13'12'

R = 15'

R = 15'

30'

5'

4

4

4

Pavement

Pavement



Crossover Pavement





Pavement



15

1 5

337

1

7

5

5

4

3 3

4

5

5

5

P/2

P/2

to < 1

5'

W = 8'

(P/2)

+ 2'

W/4

W/4

W/4

W/4

Pavement

Crossover

COMMERCIAL DRIVE CROSSOVER PLAN FOR W = 8' to less than 30'

Pavement

Crossover

Pavement

COMMERCIAL DRIVE CROSSOVER PLAN FOR W = 30' to over 40'

41 5

41

41

41

4

4

4

B B

B B

A A

A A

1

E 610-DRIV-17



DATECHIEF ENGINEER


SEPTEMBER 2019

PLANS

COMMERCIAL DRIVE CROSSOVERS

details.

See Standard Drawing E 605-CCIN-01 for Integral Concrete Curb 7

A-A and B-B for PCCP and HMA pavement.

private drive crossover. See Standard Drawing E-610-16 for sections

Grades for the commercial drive crossover shall be the same as for 6.

1" Preformed Joint Filler.5

details.

Longitudinal joint, see Standard Drawing series E 503-CCPJ for joint 4

for joint details.

Contraction Joint, Type D-1, see Standard Drawing series E 503-CCPJ 3

E 605-ERCN-01 for Ear Construction for Type "A" and Type "B" details.

See Standard Drawings2.

Thickened edge1

NOTES:

Typ. for

Rural

Typ. for

Rural

Typ. for

Urb

an

5/1/2019

6/5/2019

(Typ.)6" Min.

(Typ.)

6ft(Typ.)

6ft

Edge of Travelway

1

Drive

PAVEMENT WEDGE PLAN VIEW

Travelway Paved Shoulder Travelway Paved Shoulder

Appro

ach Are

a

Are

a

Tra

nsitio

n

Drive

Existing

Edge of Travelway

PAY LIMITS FOR CLASS II, IV, AND VI DRIVES

E 610-DRIV-18



DATECHIEF ENGINEER


SEPTEMBER 2019

CLASS II, IV, AND VI DRIVES

PAVEMENT WEDGE AND PAY LIMITS FOR

match the existing drive grade.

point on the property owner's drive where the new drive grade can

This area typically extends from the right of way or property line to a

5. Transition Area - an equivalent pavement section to the existing drive.

feet, this area will be measured from the edge of travelway.

conditions. Where the travelway paved shoulder width is less than 8

the grade of the existing drive, depending on the site-specific

feet of the right of way or property line where the new drive meets

travelway shoulder to the right of way or property line or within a few

area typically extends from the edge of an 8 foot or wider paved

4. Approach Area - HMA for Approaches or PCCP for Approaches. This

Drives.

The pay limits shown herein generally apply to Class II, IV, and VI 3.

Pavement wedge to be centered on centerline of drive.2.

3 ft or wider as necessary to feather to existing grade.1

NOTES:

Drive area to be treated with HMA for Approaches

LEGEND

Commercial Drive 60' to 100'

Private Drive 52' to 60'

5/29/2019

6/5/2019

Documents

INDEX When the maximum approach grade of ±10% does not ... · Drawing Index and General Notes Class VI Drive Approach Grades Class VII Drive Approach Grades Pavement Wedge and Pay