Principles of “Internal Traffic Control” for Roadway Construction.
ROADWAY CONSTRUCTION STANDARD DETAILS
Transcript of ROADWAY CONSTRUCTION STANDARD DETAILS
ROADWAY CONSTRUCTION STANDARD DETAILS
R-0001 Roadway Cross Section R-0002 Vertical Granite Curb Installation R-0003 Bituminous Berms R-0004 Wheelchair Ramp Type A R-0005 Wheelchair Ramp Type B R-0006 Wheelchair Ramp Type C R-0007 Wheelchair Ramp Type D R-0008 Wheelchair Ramp Type E R-0009 Wheelchair Ramp Type F R-0010 Wheelchair Ramp Notes R-0011 Detectable Warning Panel R-0012 Typical Sidewalk Sections R-0013 Typical Concrete Sidewalk Expansion Joints R-0014 Brick Sidewalk (Plan View) R-0015 Brick Sidewalk (Section View) R-0016 Typical Driveway Apron with Grass Strip R-0017 Typical Driveway Apron without Grass Strip R-0018 Pavement Details for Trench Restoration R-0019 Typical Steel Roadplate Installation
BIT CONC. SURFACE COURSE
BIT. CONC. BINDER COURSE
GRAVEL BASE
PREPARED SUBGRADE
11' 14' 14' 11'
50'
6" 5' 6' 2'
VERTICAL GRANITE
CURB (VA-4)
3/8" PER FOOT
1/4" PER FOOT
SIDEWALK
6" LOAM &
SEED
4
1
4
1
DENSE GRADED CRUSHED STONE
ROADWAY CROSS SECTION
NOT TO SCALE
R-0001
JAN. 2015
1
REVISION
BITUMINOUS CONCRETE PAVEMENT SCHEDULE
MINIMUM THICKNESS (INCH)
LOCAL COLLECTOR ARTERIAL
SURFACE COURSE 1.5 2 3
BINDER COURSE 2.5 4 5
DENSE GRADED CRUSHED STONE 4 4 4
GRAVEL BASE 8 8 8
PREPARED SUBGRADE - 4 4
6" 6" 6"
MIN. 7" REVEAL FOR FULL ROADWAY/SIDEWALK
RECONSTRUCTION OR MIN. 6" REVEAL FOR
MODIFICATIONS TO EXISTING ROADWAYS
(EXCEPT ON BRIDGES)
VERTICAL CURB
LOAM AND GRASS
OR SIDEWALK
BIN
DE
R C
OU
RS
E
GR
AV
EL B
AS
E
SU
BG
RA
DE
SURFACE COURSE
18"
CEMENT CONCRETE
LIMITS
DE
NS
E G
RA
DE
D C
RU
SH
ED
ST
ON
E
VERTICAL GRANITE
CURB INSTALLATION
NOT TO SCALE
R-0002
JAN. 2015
1
REVISION
NOTES:
1. CUT NEAT LINE 6" FROM CURB LINE AND REMOVE BASE AND SUBGRADE, REPLACE WITH CEMENT CONCRETE. COVER
WITH BINDER AND TOP COURSE TO CURB.
2. ANY DESIGNATED CEMENT CONCRETE THAT IS ACCEPTABLE UNDER SECTION M4 OF THE STANDARD MHD
SPECIFICATIONS MAY BE USED; ALL TEST REQUIREMENTS ARE WAIVED. BITUMINOUS CONCRETE SHALL NOT BE USED
AS A SUBSTITUTE.
3. VERTICAL GRANITE CURB SHALL BE SET IN 6' LENGTHS.
BITUMINOUS BERMS
NOT TO SCALE
D-0003
JAN. 2015
1
REVISION
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE CURRENT REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD,
THE AMERICANS WITH DISABILITIES ACT AND THE CURRENT
MASSHIGHWAY CONSTRUCTION STANDARDS.
6'-6" MIN.
WHEELCHAIR RAMP TYPE A
NOT TO SCALE
LIMITS OF CEMENT CONCRETE RAMP
6" CURB REVEAL (TYP.)
GRANITE CURB
RIGHT SIDE TRANSITION
W
7.5%
*
LEFT SIDE TRANSITION
EDGE OF ROADWAY
7.5%
*
5'-0" MIN.
DETECTABLE WARNING PANEL
1.5%* SLOPE FOR DRAINAGE
"LEVEL LANDING"
SIDEWALK
FOUNDATION
1.5%*
ROADWAY
GRAVEL BORROW = 8" MIN.
CEMENT CONCRETE = 4"
W= SIDEWALK WIDTH
SECTION A-A
A
A
LEGEND:
HSL = HIGH SIDE TRANSITION LENGTH
W = SIDEWALK WIDTH
* = TOLERANCE FOR CONSTRUCTION ±0.5%
1
.
5
%
*
ROADWAY DOWNGRADE
W = CURB WIDTH
PLAIN CEM. CONC.
2
4
"
DETECTABLE WARNING PANEL
USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
SEE M/E 107.6.5R FOR DETAILS OF DETECTABLE WARNING PANEL
SIDEWALK
1
.
5
%
*
C
W
C
USABLE SIDEWALK WIDTH PER AAB = W-W
C
RAMP REFERENCE POINT
6'-6"MIN.
WHEELCHAIR RAMP
TYPE A
NOT TO SCALE
R-0004
JAN. 2015
1
REVISION
CEMENT CONCRETE = 6"
6" CURB
REVEAL
1
.
5
%
*
GRANITE CURB
NOT TO SCALE
WHEELCHAIR RAMP TYPE B
5'-0"
7.5
%*
W
1
7
.5
%
*
7.5%*
EDGE OF ROADWAY
M
IN4
'
1.5% SLOPE FOR DRAINAGE
"LEVEL LANDING" WITH
DETECTABLE WARNING PANEL
4'-0" MIN. W1= RAMP LENGTH
SID
EW
ALK
FO
U
N
D
AT
IO
N
1.5%*
7.5%
*
ROADWAY
GRAVEL BORROW = 8" MIN.
CEMENT CONCRETE = 4"
W= SIDEWALK WIDTH
SECTION B-B
B
B
ROADWAY DOWNGRADE
PLAIN CEM. CONC.
DETECTABLE WARNING PANEL
LEGEND:
HSL = HIGH SIDE TRANSITION LENGTH
W = SIDEWALK WIDTH
* = TOLERANCE FOR CONSTRUCTION ±0.5%
W1 = PERPENDICULAR RAMP LENGTH
USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
SEE M/E 107.6.5R FOR DETAILS OF DETECTABLE WARNING PANEL
W
LEFT SIDE TRANSITION
6'-6" MIN. 6'-6" MIN.
RIGHT SIDE TRANSITION
SIDEWALK
(TYP)
RAMP REFERENCE POINT
(SEE TABLE TO BELOW) (SEE TABLE TO BELOW)
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE CURRENT REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD,
THE AMERICANS WITH DISABILITIES ACT AND THE CURRENT
MASSHIGHWAY CONSTRUCTION STANDARDS.
WHEELCHAIR RAMP
TYPE B
NOT TO SCALE
R-0005
JAN. 2015
1
REVISION
CEMENT CONCRETE = 6"
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE CURRENT REGULATIONS OF THE ARCHITECTURAL
ACCESS BOARD, THE AMERICANS WITH DISABILITIES ACT, AND THE CURRENT MASSHIGHWAY CONSTRUCTION STANDARDS
WHEELCHAIR RAMP
TYPE C
NOT TO SCALE
R-0006
JAN. 2015
1
REVISION
(SEE TABLE TO BELOW)
6'-6" MIN.
STANDARD DRAWING R-5.3.6
PANEL DETAIL SEE
FOR DETECTABLE WARNING
NOTE:
WHEELCHAIR RAMP TYPE C
NOT TO SCALE
LIMITS OF CEMENT CONCRETE RAMP
6" CURB REVEAL (TYP.)
GRANITE CURB
RIGHT SIDE TRANSITION
S
I
D
E
W
A
L
K
W
I
D
T
H
M
I
N
.
7.5%*
LEFT SIDE TRANSITION
EDGE OF ROADWAY
7.5
%
*
5-0"
7
.
5
%
*
W
1
L
C RAMP
4
'
-
0
"
DETECTABLE WARNING PANEL
1.5% SLOPE FOR DRAINAGE
"LEVEL LANDING" WITH
MIN.
1
.
5
%
*
1
.
5
%
*
RAMP REFERENCE POINT
6'-6" MIN.
(SEE TABLE TO BELOW)
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE CURRENT REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD,
THE AMERICANS WITH DISABILITIES ACT AND THE CURRENT
MASSHIGHWAY CONSTRUCTION STANDARDS.
WHEELCHAIR RAMP
TYPE D
NOT TO SCALE
R-0007
JAN. 2015
1
REVISION
NOT TO SCALE
WHEELCHAIR RAMP TYPE D
SIDEWALK
TRANSITION LENGTH
SID
EW
ALK
FO
U
N
D
A
TIO
N
7.5%
*
ROADWAY
GRAVEL BORROW = 8" MIN.
CEMENT CONCRETE = 4"
SECTION D-D
DETECTABLE WARNING PANEL
LEGEND:
HSL = HIGH SIDE TRANSITION LENGTH
W = SIDEWALK WIDTH
* = TOLERANCE FOR CONSTRUCTION ±0.5%
W1 = PERPENDICULAR RAMP LENGTH
USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4'-0"
SEE M/E 107.6.5R FOR DETAILS OF DETECTABLE WARNING PANEL
7.5%*
TRANSITION LENGTH
6'-6" MIN.
RA
MP
O
PE
NIN
G
3'-3
" M
IN
.
DETECTABLE WARNING PANEL
0" REVEAL
"LEVEL ENTRANCE"
1.5% SLOPE FOR DRAINAGE
6" REVEAL
GRANITE CURB
1.5
%*
SIDEWALK
LIMIT OF UNALTERABLE FEATURE
WHEELCHAIR
RAMP
1.5%*
"LEVEL ENTRANCE"
D
EDGE OF ROADWAY
EDGE OF ROADWAY
RAMP REFERENCE POINT
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE CURRENT REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD,
THE AMERICANS WITH DISABILITIES ACT AND THE CURRENT
MASSHIGHWAY CONSTRUCTION STANDARDS.
WHEELCHAIR RAMP
TYPE E
NOT TO SCALE
R-0008
JAN. 2015
1
REVISION
CEMENT CONCRETE = 6"
5' M
IN
.
SECTION E-E
3/4
" R
EV
EA
L
WHEELCHAIR RAMP TYPE E
NOT TO SCALE
UNALTERABLE CONDITION
BUILDING OR OTHER
6" R
EV
EA
L
5'-6
" M
IN
.
SID
EW
AL
K
7.5%**
TRANSITION L1
6'-6" MIN.
0" REVEAL
6" REVEAL
SIDEWALK
W2
7.5
%**
6'-6
" M
IN
.
LANDING / TURNING AREA
0" R
EV
EA
L
4'-0"
MIN.
DETECTABLE WARNING PANEL
5'-0
"
LEVEL W/ STREET
1.5%**
TR
AN
SIT
IO
N L
2
5'-6" MIN.
W1
RAMP REFERENCE POINT
MAJOR ROADWAY
MIN
OR
R
OA
DW
AY
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE CURRENT REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD,
THE AMERICANS WITH DISABILITIES ACT AND THE CURRENT
MASSHIGHWAY CONSTRUCTION STANDARDS.
PLAIN CEM. CONC.
WHEELCHAIR RAMP
TYPE F
NOT TO SCALE
R-0009
JAN. 2015
1
REVISION
1. ROADWAY SIDEWALK CROSS SLOPES, FOR BRICK, CEMENT CONCRETE, AND BITUMINOUS CONCRETE, AS INDICATED IN
THE CONSTRUCTION STANDARDS, WILL BE 1.5%. A CONSTRUCTION TOLERANCE OF ±0.5% IS ACCEPTABLE ON ROADWAY
SIDEWALKS. SIDEWALKS ON BRIDGES WILL BE CONSTRUCTED TO A CROSS SLOPE OF 1.0% IN ACCORD WITH MASSDOT
BRIDGE POLICY. IN ACCORDANCE WITH 521 CMR THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD
(AAB), THE SIDEWALK CROSS SLOPE CANNOT EXCEED 2.0%.
2. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-3" (PREFERED MINIMUM WIDTH OF 5'-0" FOR SIDEWALK
MAINTENANCE) SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, SIGNS, SIGNAL FOUNDATIONS, MASTS,
MAILBOXES, ALONG DRIVE OPENINGS, ETC.).
3. THE WHEELCHAIR RAMP SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE MAXIMUM OF 7.5% WITH A CONSTRUCTION
TOLERANCE OF ±0.5%. HOWEVER THESE SLOPES MAY BE FLATTER WHEN WARRANTED BY SURROUNDING CONDITIONS.
4. WHERE THE ROADWAY PROFILE EXCEEDS 4%, THE HIGH SIDE TRANSITION LENGTH UNDER ANY CONDITIONS NEED NOT
EXCEED 15'-0".
5. IN NO CASE WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED ON THE TRAFFIC APPROACH SIDE OF THAT
STOP LINE.
6. FIXED OBJECTS (I.E. UTILITY POLES, HYDRANTS, SIGNS, SIGNAL FOUNDATIONS, ETC.) MUST NOT ENCROACH ON ANY PART
OF THE WHEELCHAIR RAMP INCLUDING TRANSITION SLOPES.
7. AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP, EXCLUDING CURB TRANSITIONS TO BE LOCATED OUTSIDE THE
CROSSWALK. THE WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE.
8. CATCH BASINS WHICH ARE TO BE LOCATED IN THE VICINITY OF A WHEELCHAIR RAMP SHALL BE LOCATED UPGRADE OF
THE RAMP ENTRANCE.
9. THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY.
10. TESTING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE PLACED PARALLEL TO THE LINE OF THE SLOPE THERE SHALL
BE NO DEVIATION FROM A TRUE SURFACE IN EXCESS OF
1
4
".
11. WHEELCHAIR RAMPS ON BRIDGES SHOULD BE AVOIDED. IF A WHEELCHAIR RAMP IS REQUIRED TO BE PLACED ON A
BRIDGE, PRIOR WRITTEN APPROVAL IS REQUIRED. SPECIAL DETAILING OF THE REINFORCEMENT AND CURB SYSTEM WILL BE
REQUIRED TO MAINTAIN THE PREFORMANCE OF THE RAILING/BARRIER SYSTEM.
WHEELCHAIR RAMP
NOTES
NOT TO SCALE
R-0010
JAN. 2015
1
REVISION
* BASED ON A DESIGN SLOPE OF 7.5%. VARING CURB REVEAL MAY ALTER HST LENGTH.
CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS
ROADWAY PROFILE GRADE
*HIGH SIDE TRANSITION
LENGTH (HST) 6" REVEAL
*HIGH SIDE TRANSITION
LENGTH (HST) 7" REVEAL
%
0 6'-6" 7'-8"
> 0 TO 1 7'-8" 9'-0"
> 1 TO 2 9'-0" 10'-8"
> 2 TO 3 11'-0" 12'-10"
> 3 TO 4 14'-0" 16'-0"
> 4 15'-0" MAX 17'-0" MAX
SURFACE APPLIED TACTILE PANELS SHALL NOT BE UTILIZED.
PANELS SHALL BE "BRICK RED" IN COLOR AND SHALL BE CAST-IN-PLACE WITH WHEELCHAIR RAMP CEMENT CONCRETE.
NOTE:
TYPICAL INSTALLATION
GUTTER LINE
GR
AN
ITE
CU
RB
ED
GE
OF
RO
AD
WA
Y
SIDEWALK
SEE DETAIL BELOW
1.5% SLOPE FOR DRAINAGE
"LEVEL LANDING" WITH
AA
24" DEPTH OF DETECTABLE WARNING PANEL
WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE CURRENT REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD,
THE AMERICANS WITH DISABILITIES ACT AND THE CURRENT
MASSHIGHWAY CONSTRUCTION STANDARDS.
6" DEPTH OF PLAIN CEMENT CONCRETE
1.6"-2.4"
0.65"
0.6
5"
1.6
"-2
.4
"
50% TO 60%
0.9"-1.4"
OF THE BASE DIAMETER
0.2"
DETAIL OF DETECTABLE WARNING PANEL
SECTION A-A
DETECTABLE WARNING
PANEL
NOT TO SCALE
R-0011
JAN. 2015
1
REVISION
NOTE:
PANELS SHALL BE YELLOW IN COLOR AND SHALL BE CAST-IN-PLACE WITH WHEELCHAIR RAMP CEMENT CONCRETE.
SURFACE APPLIED TACTILE PANELS SHALL NOT BE UTILIZED.
TYPICAL SIDEWALK
SECTIONS
NOT TO SCALE
R-0012
JAN. 2015
1
REVISION
#6 SMOOTH DOWEL, 2'-0" LONG, PLACED 18"
O.C. WITH EXPANSION CAP
1
2
"
3"
1
4
"
1
2
" PREFORMED CLOSED CELL ISOMETRIC
POLYMER FOAM JOINT FILLER WITH TEAR
OFF STRIP TO FULL DEPTH OF CONCRETE
TOOLED JOINT WITH POLYERETHANE
BASE SEALANT ON CONTINUOUS
PREFORMED CLOSED CELL
POLYURETHANE BACKING ROD
1
2
"
MEDIUM BROOM
FINISH
NOTE:
1. EXPANSION JOINTS SHALL BE PLACED
20 FT O.C.
3
8
"
3"
3
4
"
EXPANSION JOINT
CONTROL JOINT
TOOLED SCORE
JOINT
TYPICAL CONCRETE
SIDEWALK EXPANSION JOINTS
NOT TO SCALE
R-0013
JAN. 2015
1
REVISION
BRICK SIDEWALK
(PLAN VIEW)
NOT TO SCALE
R-0014
JAN. 2015
1
REVISION
BRICK SIDEWALK
(SECTION VIEW)
NOT TO SCALE
R-0015
JAN. 2015
1
REVISION
TYPICAL DRIVEWAY APRON
WITH GRASS STRIP
NOT TO SCALE
R-0016
JAN. 2015
1
REVISION
TYPICAL DRIVEWAY APRON
WITHOUT GRASS STRIP
NOT TO SCALE
R-0017
JAN. 2015
1
REVISION
PERMANENT PAVEMENT RESTORATION
PERMANENT TRENCH RESTORATION
UNDISTURBED EXISTING
PAVEMENT
CONTINUOUS ZONE (CZ) RESTORATION
COLD PLANE AND OVERLAY
TRENCH WIDTH
TEMPORARY PAVEMENT RESTORATION
UNDISTURBED EXISTING
PAVEMENT
COMPACT TRENCH BACKFILL, INSTALL
GRAVEL SUB-BASE, INSTALL
4" MIN DEPTH OF HOT MIX ASPHALT
TYPE I (IF EXISTING DEPTH >8" THEN
INSTALL 6" MIN DEPTH OF HOT MIX ASPHALT).
BITUMINOUS CONCRETE SHALL BE INSTALLED
12" PROCESSED GRAVEL
SUBBASE OR DENSE GRADED
TRENCH WIDTH
SAW CUT AND TACK COAT ALL
EDGES AND EXIST. PAVEMENT
WITH ASPHALT EMULSION
UNDISTURBED EARTH 1'-0"
(TYP.)
1'-0"
(TYP.)
IN 2 COURSES.
SEE PIPE TRENCH DETAIL, BACK FILL TO
BE COMPACTED IN 8" LIFTS MAX TO 95%
REMOVE TEMPORARY SURFACE COURSE AND
GRAVEL AS REQUIRED. RESHAPE AND COMPACT
GRAVEL SUB-BASE, INSTALL BASE AND PERMANENT
RESURFACING. MATCH EXISTING PAVEMENT THICKNESS,
SEE DETAIL R-5.1.0 FOR MIN PAVEMENT THICKNESS.
(2" DEPTH) BETWEEN TRENCHES,
6" MIN
SAW CUT AND TACK COAT ALL
EDGES AND EXIST. PAVEMENT
WITH ASPHALT EMULSION
UNDISTURBED EARTH
SAW CUT AND TACK COAT
ALL EDGES AND EXIST.
PAVEMENT WITH ASPHALT
AS REQUIRED, AND MIN 6"
EMULSION
BEYOND BINDER COURSE
REMOVE TEMPORARY SURFACE COURSE AND
GRAVEL AS REQUIRED. RESHAPE AND COMPACT
GRAVEL SUB-BASE, INSTALL BASE AND PERMANENT
RESURFACING. SEE DETAIL R-5.1.0 FOR PAVEMENT
THICKNESS.
REMOVE, REPLACE, COMPACT, AND GRADE
SUB-BASE AS REQUIRED OR AS DIRECTED
TRENCH FILL AND SUB-BASE
PLACED DURING TEMPORARY
PAVEMENT RESTORATION
CRUSHED STONE FOR SUBBASE
MAX DRY DENSITY.
PAVEMENT DETAILS
FOR TRENCH RESTORATION
NOT TO SCALE
R-0018
JAN. 2015
1
REVISION
TRENCH
OPENNING
STEEL PLATE
IRON SPIKE
ASPHALT FILLET
EXISTING PAVEMENT
18" MIN 6" MIN
NOTES:
1. USE OF STEEL PLATES ALLOWED ON A CASE BY CASE BASIS, PENDING WRITTEN APPROVAL BY TOWN.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES OR CLAIMS RESULTING FROM THE USE OF STEEL PLATES.
3. MUTCD COMPLIANT RETROREFLECTIVE ORANGE CONSTRUCTION WARNING SIGNS (48"X48") WITH WORDING "STEEL
PLATE AHEAD" SHALL BE INSTALLED IN ADVANCE OF STEEL PLATE INSTALLATION.
4. THE CONTRACTOR SHALL DESIGN AND UTILIZE STEEL PLATES OF ADEQUATE DIMMENSIONS AND THICKNESS FOR
INTENDED USE AND VEHICLE LOADING. MAXIMUMUM ALLOWABLE DEFLECTION SHALL BE 0.025". IRON SPIKE FASTENERS
SHALL BE INSTALLED AROUND THE PERIMETER OF THE STEEL PLATE.
TYPICAL STEEL
ROADPLATE INSTALLATION
NOT TO SCALE
R-0019
JAN. 2015
1
REVISION