TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

01-19-96 RP-S-7

DETAILS

FOR CONCRETE

SIDEWALK

APPROVAL NOT REQUIRED

MINOR REVISION -- FHWA�»

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CURB AND GUTTER MIN. 5’-0" SIDEWALK

CROSS SLOPE 1.5 % MAX.

STRIP

2’-5’ GRASS

TYPICAL

CURB AND GUTTER MIN 5’-0" SIDEWALK

OR 12’ SHARED- USE PATH

CROSS SLOPE 1.5 % MAX.

EXPANSION JOINT.

SIXTEEN INCHES, IT WILL BE BORDERED BY HALF INCH

EQUAL TO THE DIAMETER OF THE FIXED OBJECT PLUS

OF THE SIDE OF THE SQUARE OPENING SHOULD BE

LEAVE SQUARE OPENING IN SIDEWALK. THE LENGTH

(LIGHT POLE/BENCH ETC.)

AT FIXED OBJECT LOCATION

MAINTAIN MIN 4’ CLEAR PATH

AT MAIL BOX LOCATION

MAINTAIN MIN 4’ CLEAR PATH

12" X12"

OPENING

MAIL BOX

JOINT

DETAIL OF EXPANSION

4" MIN

1/4" RADIUS ON CORNER

4’ MIN.

41"-45"

TYPICAL SIDEWALK CROSS SECTIONWITH GRASS STRIP

TYPICAL SIDEWALK CROSS SECTION

PLAN VIEW

SIDEWALK CONSTRUCTION DETAILS

EXPANSION JOINT DETAIL

SECTION A-A

MAIL BOX DETAIL

CONSTRUCTION NOTES

TRAVELED WAY

OUTSIDE EDGE OF

TRAVELED WAY

OUTSIDE EDGE OF

THE SIDEWALK SUCH THAT THE USABLE WIDTH IS LESS THAN 4 FEET.

OVERHANG BEYOND THE FACE OF THE CURB. NOR SHALL THE MAIL BOX OVERHANG

FACE THE DIRECTION OF ONCOMING TRAFFIC. EDGE OF MAIL BOX SHALL NOT

LEAVE 12"X12" OPENING IN SIDEWALK FOR MAIL BOX POST. ORIENT BOXES TO

REFERENCED STANDARD DRAWINGS

GENERAL NOTES

1’ MIN. 1’ MIN.

HIGH-SPEED FACILITIES

MIN 7’ OFFSET FOR

HIGH-SPEED FACILITIES

MIN 7’ OFFSET FOR

SEE S-PL-6 FOR GUARDRAIL PLACEMENT

SEE RD01-TS-8 FOR SHARED USE PATH DETAILS

MARKINGS

SEE T-M-10, 11, 12, 13, 14, FOR BIKE LANE/ROUTE PAVEMENT

CONCRETE CURBS AND GUTTER DETAILS

SEE RP-VC-10 OR 11 FOR VERTICAL CONCRETE CURB AND

SEE RP-MC-1 0R 2 FOR CURB AND GUTTER DETAILS

FOR PEDESTRIAN FACILITIES FOR REHABILITATION PROJECTS

SEE RP-S-9 FOR ALTERNATE ALTERNATE DETAILS

SEE S-BPR-1 FOR PEDESTRIAN RAIL REQUIREMENTS

SEE RP-H-SERIES FOR CURB RAMP DETAILS

SEE T-M-4 FOR CROSS WALK MARKING

RP-VC-10 AND RP-VC-11.

RP-NMC-10 AND RP-NMC-11 TO

REFERENCED STD. DWG FROM

CROSS SECTION. CHANGED

REV. 05-15-18: MODIFIED TYPICAL

NOTES.

REV. 2-5-16: REDRAWN, REVISED

REV. 11-25-13: REVISED NOTE 2 .

AND G AND ADDED NOTE L .

REV. 6-4-13: REVISED NOTES C

DETAIL.

REV. 5-7-13: ADDED MAIL BOX

NOTE G .

REV. 7-29-96: CHANGED GENERAL

STEPS TO DWG. NO. RP-S-8.

INFORMATION REGARDING CONCRETE

REORGANIZED SHEET. MOVED

REV. 4-15-91: REDREW, RENAMED AND

JOINTS BETWEEN CURB AND SIDEWALK.

REV. 5-14-87: ADDED EXPANSION

FROM P-S-7A(68)TO RP-S-7.

REV. 1-1-76: CHANGED DWG. NO.

NAME.

REV. 7-1-72: CHANGED DEPARTMENT

�

�

�

�

�

�

= 45 MPH)(S

(S = 45 MPH)

DESIREABLE SIDEWALK CROSS SLOPE IS 1.5 %, ABSOLUTE MAXIMUM IS 2.0 %.

SIDEWALK WIDTHS DO NOT INCLUDE THE SIX INCH CURB WIDTH OF PROPOSED TOP OF CURB.

SHALL BE MADE OFFSETS IN SUCH LINES SHALL BE MADE AT RIGHT ANGLES.

RAMPS, THE RESULTING EDGES SHALL BE CUT TO A NEAT LINE, AND ANY OFFSETS IN SUCH LINES

WHERE IT BECOMES NECESSARY TO REMOVE PARTS OF EXISTING CONCRETE SIDEWALKS OR

OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION.

FOR SPECIFICATIONS SEE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

ALWAYS PLACE SIDEWALK AS FAR AS AWAY FROM THE TRAVELLED WAY WHEN POSSIBLE

AS PRACTICAL.

TRANSVERSE JOINT MARKINGS ARE TO BE MADE TO FORM BLOCKS AS NEARLY TO SQUARE

LESS THAN 12 FEET IN WIDTH.

TWO LONGITUDINAL JOINT MARKINGS WILL BE REQUIRED ON SIDEWALKS OVER 9 FEET BUT

LESS THAN 9 FEET IN WIDTH.

ONE LONGITUDINAL JOINT MARKING WILL BE REQUIRED ON SIDEWALKS OVER 5 FEET BUT

WIDTH.

LONGITUDINAL JOINT MARKINGS WILL NOT BE REQUIRED ON SIDEWALKS 5 FEET LESS IN

HALF INCH EXPANSION JOINTS ARE TO BE USED AT ALL OTHER LOCATIONS

CONTACT WITH CIRCULAR CURBS, BUILDINGS AND/OR RETAINING WALLS.

ONE INCH EXPANSION JOINTS ARE TO BE PLACED WHERE THE PROPOSED SIDEWALK IN

SPECIFICATIONS

ONE INCH PREMOLDED FIBER IN ACCORDANCE WITH SECTION 905 OF THE STANDARD

CONCRETE JOINT MATERIAL TO BE FLUSH WITH THE SIDEWALK SURFACE, HALF INCH AND/OR

IS TO BE INCLUDED IN THE UNIT PRICE BID FOR THE PROPOSED SIDEWALK.

OTHER LOCATIONS WHERE STRESSES MAY DEVELOP. THE COST OF ALL EXPANSION JOINTS

STREET INTERSECTIONS, WHERE WALKS LEAD TO HOUSE OR OTHER ENTRANCES AND ANY

SIDEWALK IS IN CONTACT WITH THE STREET RETURNS, ON BUILDING LINES PRODUCED AT

DIRECTLY AGAINST CURB, OR AS DIRECTED BY THE ENGINEER WHERE THE PROPOSED

JOINT MARKINGS AND NEED TO MATCH CURB EXPANSION JOINT WHERE SIDEWALK IS BUILT

EXPANSION JOINTS ARE TO BE PLACED 25 TO 30 FEET APART DEPENDING ON TRANSVERSE

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SIDEWALK

TRANSPORTATION

DEPARTMENT OF

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05-15-18 RP-SC-1

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LOWERED CONCRETE CURB

TYPE

IN INCHES

(W)

TOTAL WIDTH

IN INCHES

(T)

VERTICAL DROP

2

212

IN INCHES

GUTTER (WG)

WIDTH OF

X-SECTIONS

ON TYPICAL

AS NOTED6-33

6-39

6-45

33

39

45

8124

8130

8136

6"3"

9"

12"

3"

V

W

12:1

V

QUANTITIES FOR DETACHED CURB

LOWERED CURB

0.03841

LEGEND

LINEAR FOOT

PER

CUBIC YARDS

LINEAR FOOT

PER

CUBIC YARDS

LINEAR FOOT

PER

CUBIC YARDS

LINEAR FOOT

PER

CUBIC YARDS

QUANTITIES FOR COMBINED CURB AND GUTTER

8 33 0.06362

8

8

8

8

8

39

45

33

39

45

0.07748

0.07060

0.08446

9 33

9

9

9

9

9

39

45

33

39

45

0.08751

0.10385

0.07909

0.09449

0.11083

0.07211 33 330.08061 0.0890911

39

45

33

39

45

0.09754

0.11543

0.08757

0.10452

0.12240

11

11

11

11

11

39

45

33

39

45

0.10758

0.12701

0.09606

0.11455

0.13398

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

OF GUTTER

DEPTH (D)

OF CURB

HEIGHT

CURB

LOWERED

CONCRETE

CLASS "A"

SURFACE

BITUMINOUS

2" R

12" 6"

12°

STONE BASE

CRUSHED

1" R

(MINIMUM DEPTH 2")

WG

0.03099

2" R

38°

2"

4"

R

18:1

4"

R

SLOPE

12:1

SLOPE

SLOPE

IN INCHES

WIDTH (W)

TOTAL

IN INCHES

WIDTH (W)

TOTAL

IN INCHES

WIDTH (W)

TOTAL

IN INCHES

WIDTH (W)

TOTAL

3

OF GUTTER

DEPTH (D)

VERTICAL

LOWERED CONCRETE CURB NOTES

BITUMINOUS SURFACE

T

V

0.083’/’

0.083’/’

0.020’/’

V

D

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

0.09757

0.11763

0.13857

0.10455

0.12458

0.14555

12

12

12

12

12

12

33

39

45

33

39

45

10

10

10

10

10

10

D - 1.52"

D - 1.90"

D - 2.28"

VERTICAL DEPTH (V) MUST ALWAYS EXCEED SIX (6) INCHES.

GENERAL NOTES

BINDER

BASE AND

BITUMINOUS

6" SLOPING CONCRETE COMBINED CURB AND GUTTER

6" SLOPING CONCRETE COMBINED CURB AND GUTTER TABLE

6" SLOPING

SLOPING

6"

EXTRUDED 6" SLOPING CONCRETE CURB

PAVEMENT

CONC.

6" SLOPING DETACHED CONCRETE CURB

PER LINEAR FOOT

CUBIC YARD

OF CURB

HEIGHT

"41

EXPANSION JOINT

" PREMOLDED FIBER21

"41

BITUMINOUS BASE

E

D

C

B

A

REDUCED FOR CLOSURES, BUT NOT LESS THAN 6 FEET.

CONTRACTION JOINTS ARE TO BE SPACED AT 10 FEET. THE SPACING 0F 10 FEET MAY BE

THE MAXIMUM SPACING IS TO BE 100 FEET.5

TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE.4

AT OTHER PLACES WHERE STRESSES MAY DEVELOP.3

BETWEEN CURBS AND ABUTTING RIGID OBJECTS.2

AT TANGENT POINTS OF CIRCULAR CUBS.1

EXPANSION JOINTS ARE TO BE PLACED AS FOLLOWS:

WITH SECTION 905 - JOINT MATERIALS OF THE STANDARD SPECIFICATIONS.

CONCRETE EXPANSION JOINT MATERIAL IS TO BE 3/4 " PRE-MOLDED FIBER IN ACCORDANCE

CONFORM TO THE CONTOUR OF THE CURVE AND NO CHORD SECTIONS WILL BE PERMITTED.

THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL

CURB, GUTTER AND COMBINED CURB AND GUTTER.

OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION, SECTION 702 - CEMENT CONCRETE

FOR SPECIFICATIONS SEE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

K

J

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G

F

FOR DETACHED CURB, OMIT RADIUS AT FLOW LINE.

DIRECTED BY THE ENGINEER.

CURB OR INTEGRAL CURB AS NOTED ON THE PLANS OR AS

TO BE BUILT AS COMBINED CURB AND GUTTER, DETACHED

L2

L1

I & J

SEE NOTE

0.020’/’

OF CURB

NORMAL FACE

" R41

" R41

" R

432

" R83

2

" R41

" R

432

" R83

2

"32

291

"32

15

"81

1

"875

"878

"32299

"416

"87

1

"32154

"412

"878

"32299

"32

15

"32

291

"416

"4

17

AT FLOW LINE

(V) OF GUTTER

VERTICAL DEPTH

WIDTH OF GUTTERWG -

CURB AND GUTTER

TOTAL WIDTH OF COMBINEDW -

AT FLOW LINE

VERTICAL DEPTH OF GUTTERV -

FRONT EDGE TO FACE OF CURB

VERTICAL DROP IN GUTTER FROMT -

VERTICAL DEPTH OF GUTTERD -

CONCRETE COMBINED CURB AND GUTTER, PER CUBIC YARD.702-03ITEM NO.

EXTRUDED SLOPING CURB, PER LINEAR FOOT.702-01.01ITEM NO.

CONCRETE CURB, PER CUBIC YARD.702-01ITEM NO.

PAYMENT WILL BE AS FOLLOWS:

IN PARKING LOTS.

CONTROL TRAFFIC FLOW OR WHEN TIEING TO SIMILAR CURBS ON SUBDIVISION STREETS OR

SUCH AS LOW SPEED LOW VOLUME LOCAL STREETS, AS A TEMPORARY MEASURE TO

THE EXTRUDED 6" SLOPING CONCRETE CURB IS TO BE USED ONLY IN SPECIAL CONDITIONS

IT MAY BE POURED MONOLITHICALLY WITH THE CURB.

WHERE CONCRETE MEDIAN PAVEMENT IS POURED BEHIND EXTRUDED 6" CONCRETE CURB.

SECTIONS SHOWN ON THIS SHEET.

PAVEMENT WILL INCLUDE ANY CIRCULAR SECTION REQUIRED TO BE BUILT CONFORMING TO

THE UNIT PRICE BID FOR CONCRETE CURB, CONCRETE CURB AND GUTTER AND CONCRETE

AND CONCRETE CURBS AND GUTTERS.

ALL COST OF JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CONCRETE CURBS

EDGES OF JOINTS SHALL BE FINISHED ON ONE-QUARTER INCH RADII.

THIS DRAWING REPLACES RP-MC-2

6" SLOPING

CONCRETE CURBS

AND CONCRETE

CURBS AND GUTTERS

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

05-15-18 RP-VC-10

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6"

W

6"

D

1" R

BITUMINOUS SURFACE

WG

T

V

D

BINDER

BASE AND

BITUMINOUS

6"

6"

12"

SURFACE

BITUMINOUS

BINDER

BASE AND

BITUMINOUS

2"

4"

R

4"

R

D V

8:1

0.020’/’

30

36

42

2123

2129

2135

2

212

3

D - 1.53"

D - 1.91"

D - 2.29"

IN INCHES

(W)

TOTAL WIDTH

TYPE

IN INCHES

GUTTER (WG)

WIDTH OF

IN INCHES

(T)

VERTICAL DROP

X-SECTIONS

ON TYPICAL

AS NOTED

OF GUTTER

DEPTH (D)

VERTICAL

AT FLOW LINE

(V) OF GUTTER

VERTICAL DEPTH

6-30

6-36

6-42

CURB

LOWERED

6"

OF CURB

HEIGHT

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

QUANTITIES FOR COMBINED CURB AND GUTTER

VERTICAL DEPTH (V) MUST ALWAYS EXCEED SIX (6) INCHES.

"41

"21

"41

"21

"41

"41

"216

"1677

8

8

8

8

8

8

30

36

42

30

36

42

0.05711

0.07085

0.06409

0.07780

9

9

9

9

9

9

30

36

42

30

36

42

0.06483

0.08011

0.09631

0.07181

0.08706

0.10329

10

10

10

10

10

10

30

36

42

30

36

42 0.11409

0.09632

0.07953

0.10711

0.08934

0.07254 11

11

11

11

11

11

30

36

42

30

36

42

0.08026

0.09860

0.11791

0.08724

0.10558

0.12489

12

12

12

12

12

12

30

36

42

30

36

42

0.08799

0.10786

0.12872

0.09496

0.11484

0.13570

GENERAL NOTES

E

D

C

B

A

REDUCED FOR CLOSURES, BUT NOT LESS THAN 6 FEET.

CONTRACTION JOINTS ARE TO BE SPACED AT 10 FEET. THE SPACING 0F 10 FEET MAY BE

THE MAXIMUM SPACING IS TO BE 100 FEET.5.

TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE.4.

AT OTHER PLACES WHERE STRESSES MAY DEVELOP.3.

BETWEEN CURBS AND ABUTTING RIGID OBJECTS.2.

AT TANGENT POINTS OF CIRCULAR CUBS.1.

EXPANSION JOINTS ARE TO BE PLACED AS FOLLOWS:

WITH SECTION 905 - JOINT MATERIALS OF THE STANDARD SPECIFICATIONS.

CONCRETE EXPANSION JOINT MATERIAL IS TO BE 3/4 " PRE-MOLDED FIBER IN ACCORDANCE

CONFORM TO THE CONTOUR OF THE CURVE AND NO CHORD SECTIONS WILL BE PERMITTED.

THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL

CURB, GUTTER AND COMBINED CURB AND GUTTER.

OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION, SECTION 702 - CEMENT CONCRETE

FOR SPECIFICATIONS SEE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

LEGEND

WIDTH OF GUTTERWG -

CURB AND GUTTER

TOTAL WIDTH OF COMBINEDW -

AT FLOW LINE

VERTICAL DEPTH OF GUTTERV -

FRONT EDGE TO FACE OF CURB

VERTICAL DROP IN GUTTER FROMT -

VERTICAL DEPTH OF GUTTERD -

LOWERED CONCRETE CURB NOTES

TO BE USED FOR PROPOSED RAMP OPENINGS.

FOR DETACHED CURB, OMIT RADIUS AT FLOW LINE.

DIRECTED BY THE ENGINEER.

CURB OR INTEGRAL CURB AS NOTED ON THE PLANS OR AS

TO BE BUILT AS COMBINED CURB AND GUTTER, DETACHED

L3

L2

L1

6" DETACHED CONCRETE CURB

QUANTITIES FOR DETACHED CURB

LOWERED CURB

PER LINEAR FOOT

CUBIC YARD

OF CURB

HEIGHT

6"

0.02534

0.02950

6" CONCRETE COMBINED CURB AND GUTTER TABLE

6" CONCRETE COMBINED CURB AND GUTTER

" R21

" R41

0.020’/’

0.085’/’

OF C

UR

BN

OR

MA

L F

AC

E

0.085’/’

"3232

" R41

"412

"1677

"216

" R21

" R41

"216

LOWERED CONCRETE CURB

THIS DRAWING REPLACES RP-NMC-10

VERTICAL

CONCRETE CURBS

AND CONCRETE

CURBS AND GUTTERS

CONCRETE COMBINED CURB AND GUTTER, PER CUBIC YARD.702-03ITEM NO.

CONCRETE CURB, PER CUBIC YARD.702-01ITEM NO.

PAYMENT WILL BE AS FOLLOWS:

SECTIONS SHOWN ON THIS SHEET.

PAVEMENT WILL INCLUDE ANY CIRCULAR SECTION REQUIRED TO BE BUILT CONFORMING TO

THE UNIT PRICE BID FOR CONCRETE CURB, CONCRETE CURB AND GUTTER AND CONCRETE

AND CONCRETE CURBS AND GUTTERS.

ALL COST OF JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CONCRETE CURBS

EDGES OF JOINTS SHALL BE FINISHED ON ONE-QUARTER INCH RADII.

I

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TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

05-15-18 RP-VC-11

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GENERAL NOTES

E

D

C

B

A

REDUCED FOR CLOSURES, BUT NOT LESS THAN 6 FEET.

CONTRACTION JOINTS ARE TO BE SPACED AT 10 FEET. THE SPACING 0F 10 FEET MAY BE

THE MAXIMUM SPACING IS TO BE 100 FEET.5.

TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE.4.

AT OTHER PLACES WHERE STRESSES MAY DEVELOP.3.

BETWEEN CURBS AND ABUTTING RIGID OBJECTS.2.

AT TANGENT POINTS OF CIRCULAR CUBS.1.

EXPANSION JOINTS ARE TO BE PLACED AS FOLLOWS:

WITH SECTION 905 - JOINT MATERIALS OF THE STANDARD SPECIFICATIONS.

CONCRETE EXPANSION JOINT MATERIAL IS TO BE 3/4 " PRE-MOLDED FIBER IN ACCORDANCE

CONFORM TO THE CONTOUR OF THE CURVE AND NO CHORD SECTIONS WILL BE PERMITTED.

THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL

CURB, GUTTER AND COMBINED CURB AND GUTTER.

OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION, SECTION 702 - CEMENT CONCRETE

FOR SPECIFICATIONS SEE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

CONCRETE COMBINED CURB AND GUTTER, PER CUBIC YARD.702-03ITEM NO.

CONCRETE CURB, PER CUBIC YARD.702-01ITEM NO.

PAYMENT WILL BE AS FOLLOWS:

SECTIONS SHOWN ON THIS SHEET.

PAVEMENT WILL INCLUDE ANY CIRCULAR SECTION REQUIRED TO BE BUILT CONFORMING TO

THE UNIT PRICE BID FOR CONCRETE CURB, CONCRETE CURB AND GUTTER AND CONCRETE

AND CONCRETE CURBS AND GUTTERS.

ALL COST OF JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CONCRETE CURBS

EDGES OF JOINTS SHALL BE FINISHED ON ONE-QUARTER INCH RADII.

I

H

G

F

LEGEND

WIDTH OF GUTTERWG -

CURB AND GUTTER

TOTAL WIDTH OF COMBINEDW -

FRONT EDGE TO FACE OF CURB

VERTICAL DROP IN GUTTER FROMT -

VERTICAL DEPTH OF GUTTERD -

QUANTITIES FOR COMBINED CURB AND GUTTER

OF CURB

HEIGHT

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

IN INCHES

OF GUTTER

DEPTH (D)

IN INCHES

WIDTH (W)

TOTAL

LINEAR FOOT

PER

CUBIC YARDS

CURBLOWERED

6"

6

6

6

6

6

6

30

36

42

30

36

42

0.04875

0.05804

0.06727

0.05573

0.06499

0.07425 7

7

7

7

7

7 30

36

42

30

36

42

0.05647

0.06730

0.07807

0.06345

0.07425

0.08505

6" CONCRETE COMBINED CURB AND GUTTER TABLE

TYPE

IN INCHES

(W)

TOTAL WIDTH

IN INCHES

GUTTER (WG)

WIDTH OF

IN INCHES

(T)

VERTICAL DROP

OF GUTTER

DEPTH (D)

VERTICAL

6-30

6-36

6-42

30

36

42

2123

2129

2135

2

212

3X-SECTIONS

ON TYPICAL

AS NOTED

LOWERED CONCRETE CURB NOTES

6""2

1

"41

6"

D D

"1677

"216

W

WG

0.085’/’

0.085’/’

D

BITUMINOUS SURFACE

1" R

T

BINDER

BASE AND

BITUMINOUS

6" CONCRETE COMBINED CURB AND GUTTER LOWERED CONCRETE CURB

"216

"1677

0.085’/’

0.085’/’

"41

2"

4"

R

4"

R

D

"3232

8:1

"412

D D

"41

" R21

" R41

" R41

OF C

UR

VE

NO

RM

AL F

AC

E

VERTICAL

CONCRETE CURBS

AND GUTTERS

THIS DRAWING REPLACES RP-NMC-11

TO BE USED FOR PROPOSED RAMP OPENINGS.

DIRECTED BY THE ENGINEER.

CURB OR INTEGRAL CURB AS NOTED ON THE PLANS OR AS

TO BE BUILT AS COMBINED CURB AND GUTTER, DETACHED

L2

L1

6" AND 7" DEPTH