4/11/2011
2:47:52 PM
P:\MassHighway\647165_Bridge Preserv2008\Assignment1\Cadd\CIVIL\Final Plans\165_C006_Typicals03.dgn
45mm HMA SURFACE COURSE-MODIFIED TOP
BASE COURSE
100mm HOT MIX ASPHALT
REFER TO M/E 106.3.0
TYPE VB (TYP)
GRANITE CURB
CRUSHED STONE
2.0%
BASE COURSE
100mm HOT MIX ASPHALT
MIN
610mm
1.5%*
SIDEWALK
(TYP)
1.838m MIN
GRANITE CURB
8.160m
NOT TO SCALE
STA 31+30.000 - 30+62.411
ELLIS STREET
NOT TO SCALE
4
4
COURSE-MODIFIED TOP
STA 21+40.000 - 21+46.535
TYPE B (TYP.)
200mm GRAVEL BORROW
1.5%*
150mm
(TYP)
SAWCUT
SIDEWALK
(TYP)
1.838m MIN
ATTLEBORO
NFA
MASS.
4
ELLIS STREET LIMIT OF WORK
EXISTING GRADE
100mm LOAM BORROW AND SEED
SLOPE VARIES (1:6 TYP)
SHEET 3 OF 3
TYPICAL SECTIONS
124
NO.
6
TOTAL
SHEETS
SHEET
PROJECT FILE NO.: 054400
FED. AID PROJ. NO.
STATE
OLIVE STREET OVER MBTA, CSX & AMTRAK
ADDENDUM: APRIL 12, 2011
45mm HOT MIX ASPHALT SURFACE
45mm COLD PLANE
VARIES MATCH EXIST.
TRAVELWAY
VARIES MATCH EXIST.
SIDEWALK (TYP)
100mm CONCRETE
150mm
ORDINARY BORROW
EXISTING GRADE
100mm LOAM BORROW
AND SEED
SLOPE VARIES (1:2 MAX)
SEE CONSTRUCTION PLANS FOR LIMITS
WITH PAVEMENT MILLING MULCH UNDERNEATH
STEEL W BEAM HIGHWAY GUARD (TYP)
ORDINARY BORROW
EXISTING GRADE
100mm LOAM BORROW
AND SEED
SLOPE VARIES (1:2 MAX)
SEE CONSTRUCTION PLANS FOR LIMITS
WITH PAVEMENT MILLING MULCH UNDERNEATH
STEEL W BEAM HIGHWAY GUARD (TYP)
EXISTING LAYOUT (12.192m)
REFER TO M/E 106.3.0
100mm LOAM BORROW AND SEED
SLOPE VARIES (1:6 TYP)
NOT TO SCALE
STA 5+26.000 - 5+97.000
OLIVE STREET TYPICAL SECTION
TYPE B
GRAVEL BORROW
PLACED OVER 55mm
INTERMEDIATE COURSE BINDER
SURFACE COURSE-MODIFIED TOP
STA 4+45 TO STA 5+40
45mm HOT MIX ASPHALT
CRUSHED STONE
100mm DENSE GRADED
1.5%*
SIDEWALK
(TYP)
1.0m
600mm SPECIAL BORROW
BORROW TYPE B
200mm (MIN) GRAVEL
2.0%
TYPE VB (TYP)
SIDEWALK (TYP)
REFER TO M/E 106.3.0
GRANITE CURB
100mm CONCRETE
TRAVELWAY
VARIES 8.500m - 7.967m
1.680m
INTERMEDIATE COURSE BINDER
PLACED OVER 55mm
SURFACE COURSE-MODIFIED TOP
45mm HOT MIX ASPHALT
STA 5+10.000 - 5+26.000
NOT TO SCALE
MIN
610mm
1.0m
100mm DENSE GRADED
1.5%*
SIDEWALK
(TYP)
OLIVE STREET TYPICAL SECTION
TYPE B
GRAVEL BORROW
STA 4+45 TO STA 5+40
600mm SPECIAL BORROW
BORROW TYPE B
200mm (MIN) GRAVEL
VARIES
SIDEWALK (TYP)
100mm CONCRETE
TRAVELWAY
1.680m
BASE COURSE
200mm
TYPE VB (TYP)
INTERMEDIATE COURSE BINDER
PLACED OVER 45mm
SURFACE COURSE-MODIFIED TOP
45mm HOT MIX ASPHALT
*1.5%
SIDEWALK
(TYP)
1.680m
*1.5%
SIDEWALK
(TYP)
200mm
90mm HOT MIX ASPHALT
1.2%
6Omm HMA
ACCESS ROAD
5.000m MIN
SAFETY OFFSET
450mm
ENDS STA 5+76.465
WALL A-16-W03
STA 5+13.25
STA 4+41.29 TO
OLIVE ST
ALONG OLD
WALL A-16-W03
100mm LOAM
BORROW AND SEED
WALL A-16-W03
PROPOSED ACCESS ROAD
100mm DENSE GRADED
CRUSHED STONE
200mm GRAVEL
BORROW TYPE B SUBBASE
100mm LOAM
BORROW AND SEED
MATCH EXISTING GRADE
GRANITE CURB
TYPE VB (TYP.)
REFER TO M/E 106.3.0
TRUE CROSS SECTION
150mm
AS DIRECTED BY THE ENGINEER TO ESTABLISH A
COLD PLANE: 45mm DEPTH REMOVAL OF EXISTING PAVEMENT OR
SURFACE:
ELLIS STREET PAVEMENT OVERLAY:
SEE SHEET 1 FOR TYPICAL PAVEMENT NOTES.
PAVEMENT NOTES:
(TYP)
8.500m
150mm
1.680m
150mm
150mm
EXISTING LAYOUT (12.192m)
(TYP)
4/11/2011
4:06:16 PM
P:\MassHighway\647165_Bridge Preserv2008\Assignment1\Cadd\CIVIL\Final Plans\165_C007_Driveway & WCR Details.dgn
W-02
STA 2+54.71 RT
IF EXISTING FOUNDATION UNSUITABLE
D-01
DWY #
1.5%*
VARIES
2.0m MIN.
2+27.05
STATION
4.14m RT
OFFSET
REFERENCE POINT
0.33m RT
1.68m
(W)
11.73m
(L)
SIDEWALK DRIVEWAY
PRIMARY RAMP
(W1)
WIDTH OF WIDTH OF
LENGTH OF
1.35m
Min. 1.22m
LANDING
LEVEL
DEPTH OF
2.4%
SLOPE
GUTTER
ROADWAY
2.0m
DOWN STATION
3.3m
UP STATION
TRANSITION LENGTH **
M/E 107.2.1R, 107.6.5.R, & 107.9.0
- SEE CONSTRUCTION STANDARDS
4
4
- * CONSTRUCTION TOLERANCE +
-0.5%
NOTES:
SIDEWALK
1.5%* SLOPE FOR DRAINAGE
DETECTABLE WARNING PLANEL
"LEVEL LANDING" WITH
7.5%*
MIN.
ROADWAY
25mm LIP
200mm GRAVEL BORROW TYPE B
STYLE "B" - WHEELCHAIR RAMP
ISOMETRIC VIEW
DRIVEWAY CENTERLINE
4.6m
4.6%
1.0m
150mm CEM. CONCRETE
5 TO 1
5%
TRANSITION
NOT TO SCALE
3.3m
2.9%
1.0m
SIDEWALK
150mm REVEAL
(m)
SLOPE %
MIN. 1.0m
100mm CEM. CONCRETE
VARIES
APRON
LOW SIDE
C
L
LENGTH
GUTTER
OPENING
ROADWAY
PANEL
1.525m
LIMITS OF CEMENT CONCRETE RAMP
ROADWAY DOWNGRADE
TRANSITION
HIGH SIDE
RAMP REFERENCE POINT
610mm
NOT TO SCALE
SECTION B-B
1.5%*
1.0m (MIN.)
NOT TO SCALE
SECTION A-A
SEE PLANS
FOR LIMITS
200mm (MIN) GRAVEL BORROW TYPE B
90mm HMA DRIVE
SAWCUT
*7.5%
1.68m
5.43m LT
TRANSITION
DETECTABLE WARNING
1.68m
5.12m LT
W = SIDEWALK WIDTH
(W)
EXIST DRIVEWAY
200mm GRAVEL
EXISTING GROUND
W-01
STA 2+33.16 LT
SIDEWALK
@
GUTTER LINE
A
NUMBER
1.
68
m
&
SI
V
D
EW AR
I
LK ES
A
ROADWAY
*
LOCATION
A
RAMP
5%
WCR
1.
WCR
1.5%*
1.0m
TR
AN
SITIO
N
W
W-10
W-09
W-08
W-07
W-06
W-05
W-04
W-03
NUMBER
WCR
> 1.71m
1.68m
1.68m
1.68m
1.68m
> 2.15m
> 2.12m
1.83m
4.23m LT
4.25m RT
4.44m RT
3.79m RT
4.25m RT
3.72m LT
4.08m RT
4.08m LT
RAMP REFERENCE POINT
25mm LIP
7.5%* MAX
(W)
GUTTER LINE
L
RAMP
SIDEWALK
@
- ** SEE CONSTRUCTION STANDARD M/E 107.9.0
- SEE CONSTRUCTION STANDARD M/E 107.7.0
NOT TO SCALE
SIDEWALK AT DRIVEWAYS
VARIABLE
SAWCUT LINE
1.525m
1.525m
1.525m
1.525m
1.525m
1.525m
1.525m
1.525m
2.0m
2.0m
2.3m
2.3m
2.0m
2.0m
0.79%
0.79%
0.4%
0.4%
1.98%
1.98%
EDGE OF ROADWAY
GRANITE CURB
4.6m
-4.1%
2.7m
2.7m
2.0m
2.0m
2.3m
2.3m
2.0m
N/A
STATION
UP
7
CONCRETE RAMPS ARE TO BE TEXTURED BY GROOMING
2.
5.
4.
3.
2.
1.
6.
5.
4.
ADDENDUM: APRIL 12, 2011
LOCATION.
4
ELLIS STREET LIMIT OF WORK
SEE CURB TIE AND GRADING PLANS FOR STATION
FOR DEPTHS OF SURFACE COURSE AND FOUNDATION.
SEE TYPICAL SECTIONS AND PAVEMENT NOTES PLAN
DETAILS AND ALL AMENDMENTS.
HIGHWAY CONSTRUCTION AND TRAFFIC STANDARD
THE 1996 METRIC EDITION OF THE MASSACHUSETTS
REGULATIONS, AND THE APRIL 2003 SUPPLEMENT TO
ACCORDING TO THE LATEST AAB RULES AND
DRIVEWAYS RAMPS ARE TO BE CONSTRUCTED
OF THE RAMP.
GROOMING IN A DIRECTION PARALLEL TO THE LENGTH
CONCRETE RAMPS ARE TO BE TEXTURED BY
DRIVEWAYS RAMPS ARE TO BE CEMENT CONCRETE.
NOTES FOR DRIVEWAY RAMPS:
PANELS AS SHOWN ON M/E 107.6.5R.
ALL WHEELCHAIR RAMPS SHALL HAVE DETECTABLE WARNING
SEE CONSTRUCTION PLANS FOR STATION LOCATION.
DEPTHS OF SURFACE COURSE AND FOUNDATION.
SEE TYPICAL SECTIONS AND PAVEMENT NOTES PLAN FOR
STANDARD DETAILS AND ALLAMENDMENTS.
THE MASSACHUSETTS HIGHWAY CONSTRUCTION AND TRAFFIC
APRIL 2003 SUPPLEMENT TO THE 1996 METRIC EDITION OF
TO THE LATEST AAB RULES AND REGULATIONS, AND THE
WHEELCHAIR RAMPS ARE TO BE CONSTRUCTED ACCORDING
IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP.
WHEELCHAIR RAMPS ARE TO BE CEMENT CONCRETE.
3.
124
NO.
1.
NOTES FOR WHEEL CHAIR RAMPS:
4.6m
STATION
DOWN
TRANSITION LENGTH m
4
- SEE CONSTRUCTION STANDARD M/E 107.6.0
-4.1%
SLOPE %
GUTTER
ROADWAY
150mm
MIN. 1.525m
WIDTH OF
WIDTH OF
> LOCATION
NFA
MASS.
TOTAL
SHEETS
SHEET
PROJECT FILE NO.: 054400
FED. AID PROJ. NO.
STATE
OLIVE STREET OVER MBTA, CSX & AMTRAK
ATTLEBORO
DRIVEWAY AND WHEELCHAIR
RAMPS DETAILS
- * CONSTRUCTION TOLERANCE +
-0.5%
NOTES:
LENGTH
8% MAX
7.5% PREFERRED
WHEELCHAIR RAMP
STYLE "B" - WHEELCHAIR RAMPS SUMMARY
NOT TO SCALE
SIDEWALK AT DRIVEWAYS
- * CONSTRUCTION TOLERANCE +
-0.5%
NOTES:
CROSSWALK
STYLE "A" - WHEELCHAIR RAMP
OPENING
RAMP
REFERENCE POINT
PAYMENT LIMITS FOR CEMENT CONCRETE
7.5%* MAX
VARIABLE
STA 21+42.47 LT
STA 21+42.47 RT
STA 5+95.85 LT
STA 5+95.85 RT
STA 21+15.35 RT
STA 21+15.32 LT
STA 5+74.85 RT
STA 5+74.98 LT
LOCATION
H
GT
N
LE
WCR
TRAN SITION
C
L
B
WIDTH OF
W
1
WIDTH OF
5%
*
> LOCATION
1.
STYLE "A" - WHEELCHAIR RAMPS SUMMARY
*
1.
5%
9m
1.
21
B
IN
.
M
*
1.
5%
4