36C25219B0049-008.pdf

GENERAL NOTES

gutter

Edge of

1:50 max.

1:

m a x

A A

B

B

1:50 max.

Lower landing and gutter

Depressed curb warning

Detectable

1:50 max.

A

1:

x

A gutter

Edge of

B

B

1:50 max.

1:10 max. 1:10 max.

1:

x

SECTION A-A

SECTION B-B

Upper landing and gutter

Depressed curb warning

Detectable 1:50 max.

(13)

See DETAIL A

DETAIL A

Expansion joint

See DETAIL A

Ramp

(150) top of sidewalk roadway curb and

Flush with top of

2 (50) R Variable thickness

Ramp curb

Face of roadway curb

Side curb

Side

SIDE CURB DETAIL

SETBACK < 5’

RAMPS IN LANDSCAPED AREA

SETBACK < 5’

RAMPS IN PAVED AREA

flare

Ramp side flare

Ramp side flare

Ramp side

Ramp, 15’ (4.57 m) max.

Ramp, 15’ (4.57 m) max.

gutter curb and

Depressed

1:10 max.

1:50 max.

gutter curb and

Depressed max. setback

5’ (1.52 m) max. setback

5’ (1.52 m)

1:50 max.

1:50 max.

1:12 max.

1:12 max.

6’ (1.83 m) min.

landing

Lower marking (typ.)

Crosswalk

(1 .8 m in

6’ (1.83 m) min.

gutter curb and

Depressed

(1 m in gutter curb and

Depressed landing

Lower marking (typ.)

Crosswalk ramps preferred)

5’-6" between curb

(length not less than

Face of roadway curb

4’ (1.22 m) min.

Sidewalk width 5’ (1.52 m) typical, Upper landing warning

Detectable

Upper landing

1:50 max.

4’ (1.22 m) min.

Sidewalk width 5’ (1.52 m) typical, Upper landing warning

Detectable flatter than 1:20.

Upper landing not required for ramp slopes flatter than 1:20.

Upper landing not required for ramp slopes unless otherwise shown.

All dimensions are in inches (millimeters) adjacent to curb ramp.

See Standard 606001 for details of depressed curb preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

Curb Ramp Details

DT-01

DAHJELNAPerpendicular Curb Ramps

For Sidewalks 108

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

:0

P M

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

A R

E

NINR

ION

S

EF

A

RG

TIS E

OF

STATE

R D

No.860163

J

FF

R

LAZZ

FF

11-17-2014 curb

Side

1:

x gutter

Edge of curb

Face of roadway warning

Detectable

1:

x than 5’ (1.52 m)

Setback greater than 5’ (1.52 m)

Setback greater gutter

Edge of curb

Face of roadway

SETBACK > 5’

RAMP IN PAVED AREA

C C

C x

1:10 max.

flare

Ramp side flare

Ramp side

SECTION C-C

Ramp, 15’ (4.57 m) max. Lower landing and gutter

Depressed curb

1:50 max.

See DETAIL A warning

Detectable gutter curb and

Depressed gutter curb and

Depressed

1:50 max.

1:50 max.

warning

Detectable landing

Lower landing

Lower

1:50 max.

SETBACK > 5’

RAMP IN LANDSCAPED AREA

C

1:50 max.

1:50 max.

1:12 max.

(1 m in marking (typ.)

Crosswalk

(1 m in marking (typ.)

Crosswalk

4’ (1.22 m) min.

typical, 5’ (1.52 m)

Sidewalk width

Upper landing

4’ (1.22 m) min.

typical, 5’ (1.52 m)

Sidewalk width

4’ (1.22 m) min.

Upper landing flatter than 1:20.

Upper landing not required for ramp slopes

Upper landing

Curb Ramp Details

DT-02

DAHJELNAPerpendicular Curb Ramps

For Sidewalks 109

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

A

A flare

Ramp side flare

Ramp side x x

1:

x

24 (610) min.

(6 m in gutter curb and

Depressed curb

Face of roadway gutter

Edge of marking (typ.)

Crosswalk A

1:

x

(6 m in gutter curb and

Depressed marking (typ.)

Crosswalk

24 (610) min.

curb

Face of roadway gutter

Edge of

A

1:

x .curb

Side

RAMP IN LANDSCAPED AREA RAMP IN PAVED AREA

SECTION A-A

Upper landing

1:50 max.

Ramp, 15’ (4.57 m) max.

warning

Detectable

1:20 min.

1:12 max.

See DETAIL A and gutter

Depressed curb

(13)

DETAIL A

Expansion joint

Ramp

(150) top of sidewalk roadway curb and

Flush with top of

2 (50) R Variable thickness

Ramp

SIDE CURB DETAIL

warning

Detectable warning

Detectable

4’x4’ (1.22x1.22 m) min.

Clear maneuvering area

4’x4’ (1.22x1.22 m) min.

Clear maneuvering area

4’ (1.22 m) min.

typical, 5’ (1.52 m)

Ramp width

(1.22x1.22 m) min.

typical, 4’x4’

5’x5’ (1.52x1.52 m)

Upper landing

4’ (1.22 m) min.

Sidewalk width 5’ (1.52 m) typical, 4’ (1.22 m) min.

typical, 5’ (1.52 m)

Ramp width

(1.22x1.22 m) min.

typical, 4’x4’

5’x5’ (1.52x1.52 m)

Upper landing

(6 in

(6 )24 m in

1:

x unless otherwise shown.

All dimensions are in inches (millimeters) depressed curb adjacent to curb ramp.

See I-DOT Design Manual Standard 60600l for details of

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical preferred.

Where 1:50 maximum slope is shown, 1:64 is of 20 ft. (6.1 m) or greater.

This Standard shall only be used for curb radii

Curb Ramp Details

DT-03

DAHJELNA

For Sidewalks

Diagonal Curb Ramps

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

(13)

DETAIL A

Expansion joint

1:

x .A

1:50 max.

A required

Side curb where

1:

x curb

Face of roadway gutter

Edge of

B

B and gutter

Depressed curb required

Side curb where warning

Detectable

Lower landing

1:50 max. See DETAIL A and gutter

Depressed curb

SECTION B-B

Ramp, 15’ (4.57 m) max. Lower landing

1:50 max.

Ramp, 15’ (4.57 m) max.

SECTION A-A

Variable thickness

Ramp

(150) top of sidewalk roadway curb and

Flush with top of

2 (50) R

Ramp

SIDE CURB DETAIL

warning

Detectable

1:12 max. 1:12 max.

1:50 max.

1:50 max.

1:50 max. 1:50 max.

4’ (1.22 m) min.

Upper landing

4’ (1.22 m) min.

Upper landing flatter than 1:20.

Upper landing(s) not required for ramp slopes

Upper landing

Upper landing

4’ (1.22 m) min.

5’ (1.52 m) typical, Sidewalk width

(1.22x1.22 m) min.

typical, 4’x4’

5’x5’ (1.52x1.52 m)

Lower landing

CORNER PARALLEL CURB RAMP

1 1 unless otherwise shown.

All dimensions are in inches (millimeters) depressed curb adjacent to curb ramp.

See I-DOT Design Manual Standard 606001 for details of preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

Curb Ramp Details

DT-04

DAHJELNACorner Parallel Curb

Ramps For Sidewalks 111

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DETAIL A

Expansion joint

SECTION A-A

SECTION C-C

Upper landing warning

Detectable

1:20 min.

1:12 max.

Ramp, 15’ (4.57 m) max.

and gutter

Depressed curb

See DETAIL A

Ramp

(150) top of sidewalk roadway curb and

Flush with top of

2 (50) R Variable thickness

Ramp

SIDE CURB DETAIL

Ramp, 15’ (4.57 m) max. Ramp, 15’ (4.57 m) max.

1:50 max.

1:50 max.

Sidewalk

1:50 max.

1:

x

1:

x gutter

Edge of curb

Face of roadway

1:50 max.

1:50 max.

in paved areas

Ramp side flare

1:10 max.

areas landscaped

Side curb in curb

Face of roadway gutter

Edge of

C

C

SECTION B-B

Lower landing and gutter

Depressed curb

See DETAIL A warning

Detectable

B

B

A A

1:50 max.

required

Side curb where gutter curb and

Depressed gutter curb and

Depressed warning

Detectable warning

Detectable warning

Detectable

PARALLEL MID-BLOCK CURB RAMP

PERPENDICULAR MID-BLOCK CURB RAMP

1:50 max.

Sidewalk

1:50 max.

1:50 max.1:50 max.

1:12 max. 1:12 max.

6’ (1.83 m) min.

marking (typ.)

Crosswalk

6’ (1.83 m) min.

marking (typ.)

Crosswalk

Upper landing

Lower landing

Upper landing

4’ (1.22 m) min.

typical, 5’ (1.52 m)

Sidewalk width typical

4’ (1.22 m) min.

5’ (1.52 m) typical, Sidewalk width

Upper landing, 4’ (1.22 m) min. Lower landing, 4’ (1.22 m) min.

flatter than 1:20.

Upper landing(s) not required for ramp slopes

Upper landing, 4’ (1.22 m) min.

(1.22x1.22 m) min.

typical, 4’x4’

5’x5’ (1.52x1.52 m)

Upper landing where applicable

Face of building, when required

Face of side curb, (1 .2 m in im u m

(1 .5 t y p ic a l

1 1 unless otherwise shown.

All dimensions are in inches (millimeters) depressed curb adjacent to curb ramp.

See I-DOT Design Manual Standard 606001 for details of preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

Curb Ramp Details

DT-05

DAHJELNA

For Sidewalks

Mid-Block Curb Ramps

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DETAIL A

Expansion joint required

Side curb where warning

Detectable

1:50 max. See DETAIL A and gutter

Depressed curb

SECTION B-B

SECTION A-A

Variable thickness

Ramp

(150) top of sidewalk roadway curb and

Flush with top of

2 (50) R

Ramp

SIDE CURB DETAIL

A

A

1:50 max.

1:50 max.

1:

x

1:50 max.

1:50 max.

B

B

DEPRESSED CORNER

required

Side curb where warning

Detectable

Sidewalk Upper landing Ramp, 15’ (4.57 m) max.

1:12 max.

1:50 max.

Ramp, 15’ (4.57 m) max.

1:12 max.

Upper landing Sidewalk

1:50 max.1:50 max.

corner

Depressed and gutter

Depressed curb curb

Face of roadway gutter

Edge of

Depressed corner

Depressed corner by 4’ (1.22 m) min.

full width of sidewalk

Upper landing by 4’ (1.22 m) min.

full width of sidewalk

Upper landing flatter than 1:20.

Upper landing(s) not required for ramp slopes typical, 4’ (1.22 m) min.

Sidewalk width 5’ (1.52 m) curb

Side

1 1 unless otherwise shown.

All dimensions are in inches (millimeters) depressed curb adjacent to curb ramp.

See I-DOT Design Manual Standard 606001 for details of preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

6 ft. (1.83 m) or greater.

This standard shall only be used for curb radii of

Curb Ramp Details

DT-06

DAHJELNA

For Sidewalks

Depressed Corner

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Ramp

(150) top of sidewalk roadway curb and

Flush with top of

2 (50) R Variable thickness

Ramp

SIDE CURB DETAIL

(13)

Expansion joint

DETAIL A

A A areas landscaped

Side curb in

1:

x

1:

x crossing

Pedestrian x alley return

Entrance or alley Entrance or

1:

x

1:20 max.

SECTION A-A

ENTRANCE / ALLEY PEDESTRIAN CROSSING

Sidewalk Ramp, 15’ (4.57 m) max.

warning

Detectable

See DETAIL A curb, typical

Face of roadway in paved areas

Ramp side flare roadway

Edge of typical, 4’ (1.22 m) min.

Sidewalk width 5’ (1.52 m)

SECTION B-B

1:50 max.

alley

Entrance or alley return

Entrance or

Varies

Varies

1:50 max. 1:50 max.

B

B

1:12 max.

or alley

Entrance

1:50 max.

Pedestrian crossing

Upper landing warning

Detectable warning

Detectable devices (i.e. stop signs, signals).

with permanent traffic control installed at entrances/alleys

Detectable warning shall only be

(1 .2 m in

(1 .5 t y p

Upper landing

Upper landing, 4’ (1.22 m) min.

flatter than 1:20.

Upper landing not required for ramp slopes landings.

the need for ramps and upper the entrance/alley to avoid grade of the sidewalk across

Where possible, maintain the unless otherwise shown.

All dimensions are in inches (millimeters) preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

1 1

Curb Ramp Details

DT-07

DAHJELNAEntrance/Alley

Pedestrian Crossings 114

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

JELNA

Top of masonry

T

Concrete fill, 4 %

T

Diameter

24 (600)

(1 pipe size.

See plans for minimum grade of 1%

Pipe to be laid on a concrete slab

Precast reinforced Sand cushion

2 (50) min.

(7

(1

(7

(1

BRICK MASONRY

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY UNIT

PRECAST REINFORCED CONCRETE SECTION

ALTERNATE MATERIALS FOR WALLS T

8 (200)

6 (150)

5 (125)

3 (75)

PLAN

ALTERNATE METHODS

m a x m in

ELEVATION

in-place concrete

Reinforced cast-c l.

ty p c l.

ty p c l.

ty p unless otherwise shown.

All dimensions are in inches (millimeters) may be utilized.

single row of reinforcement around the perimeter determined by the fabricator; however, only a

Bottom slabs may be connected to the riser as with a maximum spacing of 10 (250).

0.24 sq. in./ft. (510 sq. mm/m) in both directions

Bottom slabs shall be reinforced with a minimum of is used precast reinf.conc. section alternate

Precast reinf. conc. slab, when the

GENERAL NOTES

DRAINAGE DETAIL

INLET - TYPE A

DT-08

ETD

IDOT 602301-04

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

:4

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DRAINAGE DETAIL

DT-09

ETDMANHOLE - TYPE A

Top of masonry

C

T

TT

(600)

Circular

D

In le t

O u tl e t

(1

2 % max.

Concrete fill, T

T T

T

C

Top of masonry(600)

(2

Circular

D to 16 (400) cts.

Steps at 12 (300)

Concrete fill

4 %

(1 concrete slab

Precast reinforcedSand cushion

Sand cushion is used.

conc. section alternate when the precast reinf.

Precast reinf. conc. slab

(7

(1 min.

2 (50)

MATERIALS FOR WALLS

ALTERNATE

D C*

(min.)

T

Concrete Masonry Unit

Brick Masonry

Concrete Section

Precast Reinforced

Cast-in-place Concrete

5’-0’’ (1.5 m)

4’-0’’ (1.2 m)

5’-0’’ (1.5 m)

4’-0’’ (1.2 m)

5’-0’’ (1.5 m)

4’-0’’ (1.2 m)

5’-0’’ (1.5 m)

4’-0’’ (1.2 m)

3’-9’’ (1.15 m)

30 (750)

3’-9’’ (1.15 m)

30 (750)

3’-9’’ (1.15 m)

30 (750)

3’-9’’ (1.15 m)

30 (750)

5 (125)

5 (125)

8 (200)

8 (200)

5 (125)

4 (100)

6 (150)

6 (150) given to plus 6 (150).

dimension "C" may vary from the dimension

For precast reinforced concrete sections,*

ELEVATION - ECCENTRIC ELEVATION - CONCENTRIC

ALTERNATE BOTTOM SLAB

GENERAL NOTES

(7

(1

(6 .1 m m a x

V a ri a b le

(6 .1 m m a x

V a ri a b le in-place concrete

Reinforced cast-c l.

ty p c l.

ty p c l.

ty p c l.

ty p

Reinforced Concrete Flat Slab Top.

See I-DOT Design Manual Standard 602601 for optional Precast

See I-DOT Design Manual Standard 602701 for details of steps.

may be utilized.

single row of reinforcement around the perimeter determined by the fabricator; however, only a

Bottom slabs may be connected to the riser as with a maximum spacing of 12 (300).

0.31 sq. in./ft. (660 sq. mm/m) in both directions

Bottom slabs shall be reinforced with a minimum of

IDOT 602301-04

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DT-10

ETD

FRAME AND LIDS - TYPE 1

8 permitted

6 Gussets shown

(1

D ia

(610)

(584)

(533)

(2

(864)

25� (650)

24 (600) -

� (16) R

1 (25) R (4

(2

(1

(10)

Gray Iron

(22)

(16)

(2

(3

(578)

22� max. (typ.)

6� (159)

(8

(4

*(29)

1�

(29)

1�

* � (19) (typ.)

(64)

2�

(6

(578)

22� at 120° (optional)

(3) Stacking lugs

(2

(4

Gray Iron Lid unless otherwise shown.

All dimensions are in inches (millimeters)

CAST FRAME SECTION C-C

SECTION A-A

SECTION B-B

CAST OPEN LID

SECTION D-D

CAST CLOSED LID

A A

B

B D D

C

C

IDOT 604001-03

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DT-11

ETD

FRAME AND GRATE - TYPE 3

(13)

(25)

(2

(1

(1

�18 (45

7) R

(25)

(13)

(13)

(2

(1

(565)

22� bolt, nut and washer.

slotted hole for galvanized � (M12)

~ � (16) dia. hole and �x4� (16x120)

5� (135) to 9 (225)

Curb box adjustable from

(197)

7�

(165)

6�

(102)

(1

(7

(1

(7

(5

(4

(81)

3�

(254)

(22)

(51)

(3

(1

(1

(1

� (1

� (3

(2

� (3

(3

(13)

(44)

1� (25)

(38)

1�

(13)

(2

(1

� (1

(44)

1�

(603)

23�

(76)

(559)

(914)

(2

(3

(28)

1�

(22)

(10)

(3)

(10)

(3)

(3

(5

(5

(1

(13)

(603)

23�

1� (33) R

(3

(82)

3�

(541)

21�

(22)

(178)

2 (51) R

� (10) R

(1

(5

(1

(10)

(10)

(24)

(105)

4�

(51)

(51)

(32)

1�

(1

(3

(559)

(4

(7

(260)

10�

(32)

1�

(32)

1�

(typ.)

2 (51)

(4

= 6 (152) typ.

= � (19) typ.

(2

(1

(2

(1

(44)

1�

(76) unless otherwise shown.

All dimensions are in inches (millimeters)

CAST FRAME SECTION B-B

SECTION C-C

SECTION D-D

CAST GRATE

SECTION A-A

ALTERNATE CURB BOX SECTION E-E

A A

B

B

D

D

CC

E

E

R (5 1)

IDOT 604006-04

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DT-12

ETD

FRAME AND GRATE - TYPE 4

(102)

(102)

(19)

� (25)

(2

(2

(2

(2

(7

(4

(3

(5

(5

(76)

(267)

10�

(76)

(610)

(76)

(560)

(762)

(2

(2

(3

�(3

(5

(25)

(25)

(25)

(25)

(3

(3

(3

(552)

21�

1 2

(5

(typ.)

1 (25)

(typ.)

1� (44)

= 6� (159) max. (typ.)

= � (19) min. (typ.)

(3

(51)

(76)

(2

(1

(2

(2

SECTION A-A

CAST FRAME

SECTION B-B

SECTION C-C SECTION D-D

CAST GRATE

A A C C

B

B unless otherwise shown.

All dimensions are in inches (millimeters)

D

D

(7

IDOT 604016-02

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

Existing Ground/Sidewalk

Replace All Existing Frame & Grate or Lids

Asphalt Pavement

H

Be Added, Removed or Rebuilt

Existing Brick Structure To

Per IDOT Spec. 602.03

If H > 2’, Paid as Reconstruct

If H < 2’, Paid as Adjust

For Proposed Casting Elevations:

JELNA

DT-13

ETD

MISCELLANEOUS DETAIL

COMBINATION CONCRETE CURB AND GUTTER

CONCRETE CURB - TYPE B &

Short radius curve

A

A A A

(when space permits) placed at mid-depth

2-No. 4 (No. 13) bars

Back of curb with curb box

Drainage casting pavement

Edge of

(typ.)

12 (300)

Construction joint full depth and width.

Insert � (20) thick preformed joint filler

Saw 2 (50) deep at 4 to 24 hours, and seal.

2 (50) deep, and seal.

Form with � (3) thick steel template construction options:

Undoweled contraction joint (typ.)

1.

2.

3.

PT

PC

max. cts. (typ.)

at 25’-0’’ (7.6 m)

Contraction joints with 2 (50) min. cl.

2-No. 4 (No. 13) bars

(when space permits) placed at mid-depth

2-No. 4 (No. 13) bars

(1.5 m)

5’-0"

(1.5 m)

5’-0" without curb box

Drainage casting

Back of curb

(typ.)

12 (300) pavement

Edge of

A A

(1.5 m)

5’-0"

(1.5 m)

5’-0"

(other types permitted)

Mountable curb shown

HMA surfacing

Base course

(6 t m in m in

(6 t

Base course

HMA surfacing

Pavement (4

(175)

(3

Pavement

B C

R

D

(4

Pavement

Tie bar

(4 t

(175)

Pavement

R

Tie bar

B C

D t

PLAN

ON DISTURBED SUBGRADE ON UNDISTURBED SUBGRADE

ADJACENT TO FLEXIBLE PAVEMENT

DEPRESSED CURB BARRIER CURB

DEPRESSED CURB

ADJACENT TO FLEXIBLE PAVEMENT

BARRIER CURB

ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE

CONCRETE CURB TYPE B

A

(0.6m)

24in

(0.2m)

8in

(0 .3 m in

Limits For Drainage Structures

Adjustment / Reconstruction

IDOT 606001-05

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

DT-14

ETD

MISCELLANEOUS DETAIL

COMBINATION CONCRETE CURB AND GUTTER

CONCRETE CURB - TYPE B &

Saw at 4 to 24 hours, and seal.

2 (50) deep, and seal.

Form with � (3) thick steel template construction option:

(Placed in prolongation with pavement joints)

Doweled contraction joint

1.

2.

ramp returns).

side streets and

(Such as entrances, Short radius curve joint

Contraction

(when space permits) placed at mid-depth

2-No. 4 (No. 13) bars dowel bars

18 (450) long joint

Construction box

Curb with curb box

Drainage casting

Back of curb pavement joint on the adjacent adjusted to align with

This dimension shall be*

(typ.)

12 (300 min.

(1.0 m)

* 3’-0’’ min.

(1.0 m)

* 3’-0’’

(4.5 m)

15’-0"

(4.5 m)

15’-0"

(4.5 m)

15’-0"

(3

(7 pavement

Edge of with (or without) dowels

Pavement expansion joint m in

(3

A A A

A A with 2 (50) min. cl.

2-No. 4 (No. 13) bars

(when space permits) placed at mid-depth

2-No. 4 (No. 13) bars without curb box

Drainage casting

Back of curb

(typ.)

12 (300) min.

(1.0 m)

*3’-0’’ min.

(1.0 m)

*3’-0’’ mid-depth).

bar (placed at

18 (450) long dowel cap

Expansion joint filler.

preformed expansion

1 (25) - thick (min.)

Full depth & width min.

1 (25) curb type.

as required for

Gutter flag width

(175)

Slope 6%

Pavement

~t

(4

Tie bar

Pavement

CB

A

Tie bar

R1 Slope 6% t

D curb type.

as required for

Gutter flag width

Slope 5% max.

Pavement

Tie bar

~t

(1

(175)

Pavement

A

B C

R

Tie bar

Slope 6% D t

HMA surfacing course

PCC base Tie bar

(other types permitted)

Mountable curb shown course 8 (200)

10 (250) when PCC base course 8 (200)

9 (225) when PCC base m in

(6

Slope 6%

A

Pavement

B C

R

Tie bar

R D t ~

Slope 2%

BARRIER CURB

TABLE OF DIMENSIONS

TYPE

(B-15.3)

B-6.12

(B-15.45)

B-6.18

(B-15.60)

B-6.24

(B-22.30)

B-9.12

(B-22.45)

B-9.18

(B-22.60)

B-9.24

A

(300)

(450)

(600)

(300)

(450)

(600)

B

(25)

(25)

(25)

(50)

(50)

(50)

C

(150)

(150)

(150)

(125)

(125)

(125)

D

(150)

(150)

(150)

(225)

(225)

(225)

R

(25)

(25)

(25)

(25)

(25)

(25)

MOUNTABLE CURB

TABLE OF DIMENSIONS

TYPE

(M-5.15)

M-2.06

(M-5.30)

M-2.12

(M-10.15)

M-4.06

(M-10.30)

M-4.12

(M-10.45)

M-4.18

(M-10.60)

M-4.24

(M-15.15)

M-6.06

(M-15.30)

M-6.12

(M-15.45)

M-6.18

(M-15.60)

M-6.24

A

(150)

(300)

(150)

(300)

(450)

(600)

(150)

(300)

(450)

(600)

B

(50)

(50)

(100)

(100)

(100)

(100)

(150)

(150)

(150)

(150)

C

(100)

(100)

(75)

(75)

(75)

(75)

(50)

(50)

(50)

(50)

D

(50)

(50)

(100)

(100)

(100)

(100)

(150)

(150)

(150)

(150)

R R

(75)

(75)

(75)

(75)

(75)

(75)

(50)

(50)

(50)

(50)

(50)

(50)

NA

NA

NA

NA

NA

NA

NA

NA

1 2

ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE

PLAN

BARRIER CURB MOUNTABLE CURB

DEPRESSED CURB (TYPICAL)

WITH HMA SURFACING

ADJACENT TO PCC BASE COURSE

TO THE DISABLED

TO CURB RAMP ACCESSIBLE

DEPRESSED CURB ADJACENT

GENERAL NOTES

M-2.06 (M-5.15) and M-2.12 (M-5.30)

EXPANSION JOINT

DETAIL A

only be required for monolithic construction.

The dowel bars shown in contraction joints will maintained.

the tie bar and the back of the curb shall be

A minimum clearance of 2 (50) between the end of

Standard 420001.

longitudinal construction joint shown on

24 (600) centers in accordance with details for

Longitudinal joint tie bars shall be No. 6 (No. 19) at t = Thickness of pavement.

is omitted.

the same slope as the subbase or 6% when subbase constructed adjacent to pcc pavement shall be

The bottom slope of combination curb and gutter

IDOT 606001-05

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

(Open)

Replace Angle Iron

Repair Concrete *

Deteriorated Notch for 14 calendar days.

commercially-available construction adhesive after the repair material has cured size shall be field-measured, matched, and attached using a from the existing surface prior to application of the repair material. Angle iron concrete, dirt, oil, grease, and other bond-inhibiting materials shall be removed mortar with a minimum 28-day bond strength of 2,000 psi. All deteriorated

* Repair of concrete shall be made with a polymer modified cementitious, non-sag

JELNA

DT-15

ETD

MISCELLANEOUS DETAIL

DRIVEWAY TRANSITION DETAIL

Curb Transition (12:1 Max.)

Curb Transition (12:1 Max.)

Gutter Line

Match Existing (6’ Min.)

Centerline of Construction

A

A

Plan View Existing Drive

Section A-A (Fill)

Section A-A (Cut)

1�" Lip

6’ @ 2%

Max Grade 14% (Up) or 6% (Down)

Distance Required to Match Existing

6" (Min.) 2% (Up) or 6% (Down)

1�" Lip 8.33% (Max.)

To Match Existing

Full Depth Pavement Section

Saw Cut Aggregate Base, Type A, 6.0"

2�" HMA Binder Mix "C", N50 on

1�" HMA Surface Mix "C", N50 on

Existing Pavement

Use This Detail When Matching New Construction To Existing Pavement.

Note:

Saw Cut

Existing Pavement Variable Depth HMA Binder Mix "C", N50

1�" HMA Surface Mix "C", N50 on

Saw Cut (1�")

Gutte r

Cu rb

Open Cu rb D rain age St ruc ture

Sid ew alk (C onc for An gle Iro n De teri ora ted No tch

Ro adw ay

Gutter

(Open

Open Curb Drainage Structure Cosmetic Repairs

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

:1

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

D T

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

NA JEL JAB

STRUCTURE DATA TABLE

BC-01

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s

Station Wide Road, Curb And Gutter & Drainage Removal And Replacement

D A

T E

:4

:2

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

S D

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

VHADANPOEHLV1

Typewritten Text Parking Lot "U" Not in Contract

VHADANPOEHLV1

Typewritten Text Lighting for Parking Lot "U" is NOT in Contract

VHADANPOEHLV1

Polygon

VHADANPOEHLV1

Line

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Typewritten Text

VHADANPOEHLV1

Typewritten Text

PB

VHADANPOEHLV1

Typewritten Text

VHADANPOEHLV1

PB

Polygon

VHADANPOEHLV1

Typewritten Text Lighting Not in Contract

VHADANPOEHLV1

Line

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Typewritten Text

VHADANPOEHLV1

Remove both existing luminaires, install new PB luminaires.

(Second luminaire not shown on drawings.)

VHADANPOEHLV1

Oval

Line

VHADANPOEHLV1

Polygon

VHADANPOEHLV1

Typewritten Text Lighting Not in Contract

VHADANPOEHLV1

Typewritten Text Lighting Not in Contract

VHADANPOEHLV1

Line

Add second PB luminaire.

Align luminaires parallel to curb.

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Typewritten Text

VHADANPOEHLV1

Typewritten Text

VHADANPOEHLV1

Line

Remove North and South existing luminaires, install new PB luminaires. (Not shown on drawings.)

East and West luminaires to remain.

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

Oval

VHADANPOEHLV1

Line

VHADANPOEHLV1

Polygon

VHADANPOEHLV1

Typewritten Text Lighting Not in Contract

VHADANPOEHLV1

Line

VHADANPOEHLV1

Typewritten Text Lighting Not in Contract

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Oval

VHADANPOEHLV1

Typewritten Text

VHADANPOEHLV1