THE IMPACT OF SHAREHOLDERS’ PRE-EMPTION RIGHTS ON A PUBLIC …
INDEX STANDARDS · 2018-11-09 · high mast pole or tower sign and post sign and post (2 posts)...
Transcript of INDEX STANDARDS · 2018-11-09 · high mast pole or tower sign and post sign and post (2 posts)...
MAIN ST.
SCHOOL ST.
OCEAN VIEW AVE.
PINEY RD.
HIGH ST.
SHELL LN.
LOCATION 2
LOCATION 3
LOCATION 1
REV #REVISIONS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
9
INDEX
SHEET NO. DESCRIPTION
1 TITLE & INDEX
2 LEGEND & ABBREVIATIONS
3 - 5 CONSTRUCTION DETAILS (1 - 3)
6 - 8 GENERAL PLANS (1 - 3)
9 TEMPORARY TRAFFIC CONTROL PLAN
200
SCALE: 1" = 200'
0 400 600 800
STANDARDSSTANDARD RELEASE DATE
MASSDOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRDIGES 1988
MASSDOT SUPPLEMENTAL SPECIFICATIONS JULY 1, 2015
MASSDOT INTERIM SUPPLEMENTAL SPECIFICATIONS JUNE 30, 2017
MASSDOT CONSTRUCTION STANDARD DETAILS OCTOBER 2017
MASSDOT CONSTRUCTION AND TRAFFIC STANDARD DETAILS
(AS RELATES TO TRAFFIC STANDARD DETAILS ONLY)1996
MASSDOT OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS 2015
MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS LATEST EDITION
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS
WITH MASSACHUSETTS AMENDMENTSLATEST EDITION
MASSDOT STANDARD DRAWINGS FOR SIGNS AND SUPPORTS 1990
MASSDOT STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING 1968
AMERICAN STANDARD FOR NURSERY STOCK LATEST EDITION
SUBMISSION: FINAL DESIGN
DATE: 10/19/2018
1
TITLE & INDEX9/12/18
AMB
SPR
AMS
N
REV #REVISIONS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
9
LEGEND & ABBREVIATIONS
2
GENERAL SYMBOLS
EXISTING PROPOSED DESCRIPTION
JERSEY BARRIER
CATCH BASIN
CATCH BASIN CURB INLET
FLAG POLE
GAS PUMP
MAIL BOX
POST SQUARE
POST CIRCULAR
WELL
ELECTRIC HANDHOLE
FENCE GATE POST
GAS GATE
BORING HOLE
MONITORING WELL
TEST PIT
HYDRANT
LIGHT POLE
COUNTY BOUND
GPS POINT
CABLE MANHOLE
DRAINAGE MANHOLE
ELECTRIC MANHOLE
GAS MANHOLE
MISC MANHOLE
SEWER MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
MASSACHUSETTS HIGHWAY BOUND
MONUMENT
STONE BOUND
TOWN OR CITY BOUND
TRAVERSE OR TRIANGULATION STATION
TROLLEY POLE OR GUY POLE
TRANSMISSION POLE
UTILITY POLE W/ FIREBOX
UTILITY POLE WITH DOUBLE LIGHT
UTILITY POLE W / 1 LIGHT
UTILITY POLE
BUSH
TREE
STUMP
SWAMP / MARSH
WATER GATE
PARKING METER
OVERHEAD CABLE/WIRE
CURBING
CONTOURS (ON-THE-GROUND SURVEY DATA)
CONTOURS (PHOTOGRAMMETRIC DATA)
UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)
UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)
BALANCED STONE WALL
GUARD RAIL - STEEL POSTS
GUARD RAIL - WOOD POSTS
CHAIN LINK OR METAL FENCE
WOOD FENCE
HAY BALES/SILT FENCE
TREE LINE
SAWCUT LINE
TOP OR BOTTOM OF SLOPE
EDGE OF PAVEMENT
LIMIT OF MICROMILLING AND OVERLAY
BANK OF RIVER OR STREAM
BORDER OF WETLAND
100 FT WETLAND BUFFER
200 FT RIVERFRONT BUFFER
STATE HIGHWAY LAYOUT
TOWN OR CITY LAYOUT
COUNTY LAYOUT
RAILROAD SIDELINE
TOWN OR CITY BOUNDARY LINE
PROPERTY LINE OR APPROXIMATE PROPERTY LINE
EASEMENT
CEMENT CONCRETE CURB RAMP
TRAFFIC SYMBOLS
EXISTING PROPOSED DESCRIPTION
CONTROLLER PHASE ACTUATED
TRAFFIC SIGNAL HEAD (SIZE AS NOTED)
WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)
VIDEO DETECTION CAMERA
MICROWAVE DETECTOR
PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE
EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT
VEHICULAR SIGNAL HEAD
VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED
FLASHING BEACON
PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)
RAILROAD SIGNAL
SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)
MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)
HIGH MAST POLE OR TOWER
SIGN AND POST
SIGN AND POST (2 POSTS)
MAST ARM WITH LUMINAIRE
OPTICAL PRE-EMPTION DETECTOR
CONTROL CABINET, GROUND MOUNTED
CONTROL CABINET, POLE MOUNTED
FLASHING BEACON CONTROL AND METER PEDESTAL
LOAD CENTER ASSEMBLY
PULL BOX 12"x12" (OR AS NOTED)
ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)
TRAFFIC SIGNAL CONDUIT
PAVEMENT MARKINGS SYMBOLS
EXISTING PROPOSED DESCRIPTION
PAVEMENT ARROW - WHITE
LEGEND "ONLY" - WHITE
STOP LINE (12" WHITE)
CROSSWALK (12" WHITE)
SOLID WHITE LINE (6" WHITE)
SOLID YELLOW LINE (6" YELLOW)
BROKEN WHITE LINE
BROKEN YELLOW LINE
DOTTED WHITE LINE
DOTTED YELLOW LINE
DOTTED WHITE LINE EXTENSION
DOTTED YELLOW LINE EXTENSION
DOUBLE WHITE LINE
DOUBLE YELLOW LINE
ABBREVIATIONS
GENERAL
AADT ANNUAL AVERAGE DAILY TRAFFIC
ABAN ABANDON
ADJ ADJUST
APPROX. APPROXIMATE
A.C. ASPHALT CONCRETE
ACCM PIPEASPHALT COATED CORRUGATED
METAL PIPE
BIT. BITUMINOUS
BC BOTTOM OF CURB
BD. BOUND
BL BASELINE
BLDG BUILDING
BM BENCHMARK
BO BY OTHERS
BOS BOTTOM OF SLOPE
BR. BRIDGE
CB CATCH BASIN
CBCI CATCH BASIN WITH CURB INLET
CC CEMENT CONCRETE
CCM CEMENT CONCRETE MASONRY
CEM CEMENT
CI CURB INLET
CIP CAST IRON PIPE
CIT CHANGE IN TYPE
CLF CHAIN LINK FENCE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CSP CORRUGATED STEEL PIPE
CO. COUNTY
CONC CONCRETE
CONT CONTINUOUS
CONST CONSTRUCTION
CR CURB RAMP
CW CROSSWALK
DHV DESIGN HOURLY VOLUME
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DMH DRAINAGE MANHOLE
DWSTEADY DON'T WALK - PORTLAND
ORANGE
DWY DRIVEWAY
ELEV (or EL.) ELEVATION
EMB EMBANKMENT
EOP EDGE OF PAVEMENT
EXIST (or EX) EXISTING
EXC EXCAVATION
F&C FRAME AND COVER
F&G FRAME AND GRATE
FDN. FOUNDATION
FLDSTN FIELDSTONE
GAR GARAGE
GD GROUND
GG GAS GATE
GI GUTTER INLET
GIP GALVANIZED IRON PIPE
GRAN GRANITE
GRAV GRAVEL
GRD GUARD
HDW HEADWALL
HMA HOT MIX ASPHALT
HOR HORIZONTAL
HYD HYDRANT
INV INVERT
JCT JUNCTION
L LENGTH OF CURVE
LB LEACH BASIN
ABBREVIATIONS
GENERAL
LP LIGHT POLE
LT LEFT
MAX MAXIMUM
MB MAILBOX
MH MANHOLE
MHB MASSACHUSETTS HIGHWAY BOUND
MIN MINIMUM
NIC NOT IN CONTRACT
NO. NUMBER
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
P.G.L. PROFILE GRADE LINE
PI POINT OF INTERSECTION
POC POINT ON CURVE
POT POINT ON TANGENT
PRC POINT OF REVERSE CURVATURE
PROJ PROJECT
PROP PROPOSED
PSB PLANTABLE SOIL BORROW
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
PVMT PAVEMENT
PWW PAVED WATER WAY
R RADIUS OF CURVATURE
R&D REMOVE AND DISPOSE
RCP REINFORCED CONCRETE PIPE
RD ROAD
RDWY ROADWAY
REM REMOVE
RET RETAIN
RET WALL RETAINING WALL
ROW RIGHT OF WAY
RR RAILROAD
R&R REMOVE AND RESET
R&S REMOVE AND STACK
RT RIGHT
SB STONE BOUND
SHLD SHOULDER
SL STOP LINE
SMH SEWER MANHOLE
ST STREET
STA STATION
SSD STOPPING SIGHT DISTANCE
SHLO STATE HIGHWAY LAYOUT LINE
SW SIDEWALK
TTANGENT DISTANCE OF
CURVE/TRUCK %
TAN TANGENT
TEMP TEMPORARY
TC TOP OF CURB
TOS TOP OF SLOPE
TYP TYPICAL
UP UTILITY POLE
VAR VARIES
VERT VERTICAL
VC VERTICAL CURVE
VGC VERTICAL GRANITE CURVE
WG WATER GATE
WIP WROUGHT IRON PIPE
WM WATER METER/WATER MAIN
X-SECT CROSS SECTION
YL YIELD LINE
TRAFFIC SIGNAL ABBREVIATIONS
CAB CABINET
CCVE CLOSED CIRCUIT VIDEO EQUIPMENT
DW STEADY UPRAISED HAND
FDW FLASHING UPRAISED HAND
FR FLASHING CIRCULAR RED
FRL FLASHING RED LEFT ARROW
FRR FLASHING RED RIGHT ARROW
FY FLASHING CIRCULAR YELLOW
FYL FLASHING YELLOW LEFT ARROW
FYR FLASHING YELLOW RIGHT ARROW
G STEADY CIRCULAR GREEN
GL STEADY GREEN LEFT ARROW
GR STEADY GREEN RIGHT ARROW
GSL STEADY GREEN SLASH LEFT ARROW
GSR STEADY GREEN SLASH RIGHT ARROW
GV STEADY GREEN VERTICAL ARROW
OL OVERLAP
PED PEDESTRIAN
PTZ PAN, TILT, ZOOM
R STEADY CIRCULAR RED
RL STEADY RED LEFT ARROW
RR STEADY RED RIGHT ARROW
TR SIG TRAFFIC SIGNAL
TSC TRAFFIC SIGNAL CONDUIT
W STEADY WALKING PERSON
Y STEADY CIRCULAR YELLOW
YL STEADY YELLOW LEFT ARROW
20'
20'
1
M
*
RRSG
DBYL
DBWL
BWL
SWL
CW
SL
DYLEx
DWLEx
DYL
BYL
DWL
SYL
JB
CB
FP
GP
MB
WELL
EHH
GG
BHL #
MW #
TP #
MHB
TPL or GUY
UFB
UPDL
ULT
UPL
WG
PM
9/12/18
AMB
SPR
AMS
CURB RAMP NOTES:
1. ALL CURB RAMP CONSTRUCTION SHALL CONFORM TO MASSDOT ENGINEERING DIRECTIVE E-12-005.
2. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL PROPOSED CURB RAMPS AND SHALL
CONFORM TO THE DIMENSIONS SHOWN IN MASSDOT CONSTRUCTION STANDARD E 107.6.5R. REFER
TO THE SPECIAL PROVISIONS.
3. A POSITIVE ROADWAY GUTTER SLOPE INDICATES THE ROADWAY GRADE IS INCREASING RELATIVE
TO THE BASELINE. A NEGATIVE ROADWAY GUTTER SLOPE INDICATES THE ROADWAY GRADE IS
DECREASING RELATIVE TO THE BASELINE.
5' (MIN)6'-6" (MIN)
GRAN CURB
6"
REVEAL
7.5
%
*
2
'
LEVEL LANDING
1.5% CROSS SLOPE
FOR DRAINAGE
DETECTABLE WARNING PANEL
(FEDERAL YELLOW)
A
A
5
.
5
'
CURB RAMP INFORMATION
NOT TO SCALE
LEFT SIDE TRANSITION
SLO
PE
1
.
5
%
*
S
L
O
P
E
LIMIT OF CEM CONC RAMP
EDGE OF
ROADWAY
W
1.5%*
4" CEM CONC
8" GRAVEL BORROW (TYPE B)
SECTION A-A
* TOLERANCE FOR CONSTRUCTION = ±0.5%
ROADWAY
6'-6" (MIN)
RIGHT SIDE TRANSITION
7.5
%
*
SLO
PE
ROADWAY PROFILE
4' (MIN)
1.5%
LANDING
ROADWAY
7.5% M
AX
*
*
RAMP LENGTH
4" CEM CONC
8" GRAVEL BORROW
(TYPE B)
4
'
(
M
I
N
)
TRANSITION
5' (MIN)
1
.
5
%
*
S
L
O
P
E
6" REVEAL
1
.
5
%
*
S
L
O
P
E
RIGHT SIDE
*
7.5%*
SLO
PE
7.5%
*
SLO
PE
7
.
5
%
S
L
O
P
E
6'-6" (MIN)
TRANSITION
LEFT SIDE
6'-6" (MIN)
LEVEL LANDING
(1.5% CROSS SLOPE FOR DRAINAGE)
DETECTABLE WARNING PANEL
(FEDERAL YELLOW)
A
A
R
A
M
P
L
E
N
G
T
H
CURB
LIMIT OF CEM CONC RAMP
MATCH
EXIST
GRADE
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
LEVEL
CURB RAMP TYPE 1
NOT TO SCALE
SECTION A-A
* TOLERANCE FOR CONSTRUCTION = ±0.5%
CURB RAMP TYPE 2
NOT TO SCALE
CURB RAMP INFORMATION
CR # STATION OFFSET TYPE
ROADWAY
GUTTER
SLOPE
LEFT SIDE
TRANSITION
LENGTH
RIGHT SIDE
TRANSITION
LENGTH
RAMP LENGTH
1 200+73 17.0' RT 1 3.5% 14'-0" 6'-6" 4'-0"
2 200+83 13.0' LT 2 0.3% 7'-8" 6'-6" 4'-0"
3 106+05 16.5' RT 1 6.4% 15'-0" 6'-6" N/A
4 106+06 10.0' LT 2 -2.0% 6'-6" 4'-6"** 4'-0"
5 301+73 13.5' LT 1 1.1% 4'-6"** 6'-6" N/A
6 301+73 13.5' RT 1 -5.8% N/A 15'-0" N/A
1
.
5
%
*
S
L
O
P
E
MATCH EXIST
GRADE
1
.
5
%
*
S
L
O
P
E
** PROPOSED 3 INCH CURB REVEAL
ROADWAY PROFILE
6"
FRAME AND COVER
BRICK
6'-0" M
AX
4'-0" 8"8"
1/2 Ø OF PIPE
BRICK/SOLID BLOCK
3
2
MANHOLE
RING
1:25
2'-2"
MANHOLE
RING
C
O
N
C
R
E
T
E
B
A
S
E
BRICK/SOLID BLOCK INVERT
1'-0" O.C.
4"
(TYP.)
A
A
SECTION VIEWPLAN VIEW
3"COVER (TYP.)
COVER3"
#5 @ 7" E.W.
CONCRETE BASE
(PRECAST OPTIONAL)
BRICK DRAINAGE MANHOLE
NOT TO SCALE
GUTTER INLET
NOT TO SCALE
NOTE:
1.
1
2
" CEMENT MORTAR PLASTER COAT REQUIRED ON ALL
INSIDE AND OUTSIDE SURFACES.
REV #REVISIONS
SHEET #
TOTAL
SHEETS
DESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
9
CONSTRUCTION DETAILS 1
3
9/12/18
AMB
SPR
AMS
12" WHITE PVMT MARKINGS
STAMPED ASPHALT
WALK SURFACE
(RUNNING BOND BRICK PATTERN)
FULL DEPTH SAWCUT
PROP 2" HMA
SURFACE COURSE - 12.5
PROP CURB
(MATCH TYPE AND WIDTH WHERE
CONNECTING TO EXIST CURB)
PROP CEM CONC
SIDEWALK
EXIST SUBBASE TO REMAIN
CEM CONC CURB LOCK
GRAVEL BORROW (TYPE b)
6"
(MIN
)
6" 4"
STAMPED ASPHALT CROSSWALKNOT TO SCALE
VERTICAL GRANITE CURB SETTINGNOT TO SCALE
8"
1'-0"
(MIN)
1'-0"
8'-0
"
10
'-0
"
RAISED CROSSWALKNOT TO SCALE
2" HMA SURFACE COURSE - 12.5
4.5" HMA INTERMEDIATE COURSE - 19.0
8" GRAVEL BORROW
7% MAX SLOPE (TYP)
12" WHITE PVMT MARKINGS (TYP)
12" WHITE PVMT MARKINGS
STAMPED ASPHALT
RUNNING BOND BRICK PATTERN
DETECTABLE WARNING PANEL
(FEDERAL YELLOW) (TYP)
7% SLOPE MAX (TYP)
5'-0"
10'-0"
STAMPED ASPHALT
RUNNING BOND BRICK PATTERN
A A
6'-0" 6'-0"
11
'-0
"
2'-6
"
(TY
P)
6'-0
"
(TY
P)
2'-6
"
(TY
P)
SECTION A-A
RAISED CROSSING PVMT MARKING (TYP)
(SEE DETAIL SHEET 5)
(TY
P)
PAVEMENT NOTES
PROPOSED HOT MIX ASPHALT SIDEWALK & WALK
SURFACE: 1.5" HMA SURFACE COURSE - 12.5
ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER
INTERMEDIATE: 2" HMA INTERMEDIATE COURSE - 19.0
SUBBASE: 8" GRAVEL BORROW (TYPE b)
PROPOSED STAMPED ASPHALT CROSSWALK AND HOT MIX ASPHALT PAVEMENT
SURFACE: 2" HMA SURFACE COURSE - 12.5
ASPHALT EMULSION FOR TACK COAT (RS-IH) OVER
INTERMEDIATE: 4.5" HMA INTERMEDIATE COURSE - 19.0
SUBBASE: 8" GRAVEL BORROW (TYPE b)
PROPOSED CEMENT CONCRETE CURB RAMP
SURFACE: 4" CEMENT CONCRETE (4000 PSI, 34", 610)
FOUNDATION: 8" GRAVEL BORROW (TYPE b)
NOTES:
1. ALL HMA PAVING SHALL BE IN ACCORDANCE WITH SECTION 450 QUALITY ASSURANCE OF HMA
SPECIFICATIONS.
2. ASPHALT EMULSION FOR TACK COAT (RS-1H) SHALL BE APPLIED AT A RATE OF 0.07 GAL/SY ON
MILLED SURFACES AND HES CONCRETE BASE COURSE SURFACES AND 0.05 GAL/SY ON SMOOTH
SURFACES PRIOR TO PAVING.
3. THE SURFACE COURSE OF PAVING SHALL BE PLACED IN ONE CONTINUOUS OPERATION.
4. EXISTING GRAVEL BORROW MEETING SPECIFICATIONS AS DETERMINED BY THE ENGINEER SHALL
REMAIN, UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH GRAVEL BORROW
PER STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
5. EXISTING DRIVEWAYS AND GRASS AREAS, ADJACENT TO PROPOSED IMPROVEMENTS, SHALL BE
MATCHED INTO IN KIND, AS SHOWN ON THE PLANS.
HOT MIX ASPHALT PAVEMENT STRUCTURENOT TO SCALE
CEMENT CONCRETE CURB RAMP STRUCTURENOT TO SCALE
SURFACE COURSE
INTERMEDIATE COURSE
SUB-BASE COURSE
SURFACE
4" CEMENT CONCRETE
(4000 PSI, 34",610)
FOUNDATION
8" GRAVEL BORROW
(TYPE b)
REV #REVISIONS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
9
CONSTRUCTION DETAILS 2
4
9/12/18
AMB
SPR
AMS
DIRECTION OF TRAVEL
12" (TYP)24" (TYP)
36
" (T
YP
)
YIELD LINENOT TO SCALE
RAISED CROSSING PAVEMENT MARKINGNOT TO SCALE
12"12"
6'-0
"
3'-0"'
WHITE PVMT
MARKINGS (TYP)
IDENTIFI-
CATION
NUMBER
SIZE OF SIGN
WIDTH HEIGHTTEXT
TEXT DIMENSIONS (INCHES)
LETTER
HEIGHT
VERTICAL
SPACINGARROW
RTE. MKR.
NUMBER
OF
SIGNS
REQUIRED
COLOR
BACK-
GROUNDLEGEND BORDER
POST SIZE
AND
NUMBER
REQUIRED
UNIT
AREA
(S.F.)
AREA IN
SQUARE
FEET
TRAFFIC SIGN SUMMARY
SEE 2009 MUTCD SEE 2009 MUTCD
3-REQ
P5-118.756.25330" 30"R1-1
24"24"W3-1 1 4.00 4.00
20.002.001012"24"W16-7P
TOTAL: 106.75 SF
MOUNT W/
W11-2
1-REQ
P5-1
12"24"W16-9P 3 6.002.00
2-MOUNT
W/ W2-2L
1-MOUNT
W/ W11-2
24"24"W11-2 11 4.00 44.00
24"24"W2-2L 2 4.00 8.00
2-REQ
P5-1
11
' (T
YP
)
7' M
IN
3.5
' MIN
SOLAR PANEL
BATTERY CABINET
W11-2 (24"x24")
(MOUNTED ON BOTH SIDES)
RECTANGULAR RAPID
FLASHING BEACON ( RRFB)
PEDESTRIAN CONFIRMATION LIGHT
(AT BOTH ENDS OF BEACON)
W16-7P (24"x24")
(MOUNTED ON BOTH SIDES)
R10-25 (12"x18")
ADA-COMPATIBLE PEDESTRIAN
PUSH BUTTON ASSEMBLY
ALUMINUM
POST AND BASE (MASSDOT STANDARD)
SW SURFACE
NOTES:
1. OPERATION OF RRFB LED LIGHTS SHALL CONFORM TO FHWA INTERIM APPROVAL IA-21.
2. EACH RRFB UNIT SHALL CONTAIN A CONFIRMATION LIGHT WITHIN THE BEACON AT EACH
END THAT SHALL BE ILLUMINATED WHEN THE RRFB UNIT IS ACTIVATED.
3. EACH RRFB UNIT SHALL BE SELF CONTAINED AND POWERED VIA A SOLAR PANEL.
4. THE RRFB UNITS AT EACH CROSSWALK LOCATION SHALL COMMUNICATE WIRELESSLY WITH
EACH OTHER. EACH CROSSWALK LOCATION SHALL OPERATE AS AN INDEPENDENT SYSTEM.
5. UPON ACTIVATION OF A WAITING PEDESTRIAN, RRFB UNITS SHALL FLASH SIMULTANEOUSLY
FOR A PERIOD OF 15 SECONDS, THEN STOP FLASHING.
6. RRFB UNITS SHALL BE TAPCO, INC BRAND OR APPROVED EQUAL.
7. THE CONTRACTOR SHALL HAVE A SOLAR SURVEY PERFORMED TO CONFIRM ADEQUACY OF
THE PROPOSED LOCATION, AND TO DETERMINE SOLAR PANEL AND BATTERY SIZING.
RECTANGULAR RAPID FLASHING BEACON (RRFB)NOT TO SCALE
6.001.50412" 18"R10-25 4-MOUNT ON
RRFB POST
WHITE PVMT
MARKINGS (TYP)
8-MOUNT ON
RRFB POST
P5-1
3-REQ
REV #REVISIONS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
9
CONSTRUCTION DETAILS 3
5
9/12/18
AMB
SPR
AMS
SCHOOL STREET
101 102
103
PC +68.25PT +16.82
200+
00
201+
00
PROP VGC TRANSITION
PROP VGC TRANSITION
BEGIN R&D EXIST CURB
BEGIN PROP VGC
MATCH EXIST CURB
PROP VGC TRANSITION
REM EXIST
PVMT MARKINGS
END R&D EXIST CURB
END PROP VGC
MATCH EXIST CURB
BEGIN R&D EXIST CURB
BEGIN PROP VGC
MATCH EXIST CURB
BEGIN R&D EXIST SW
MATCH EXIST SW
BEGIN PROP HMA SW
END R&D EXIST SW & PVMT
END PROP HMA DWY
PROP CEM CONC CR #2
BEGIN R&D EXIST SW
BEGIN PROP HMA SW
MATCH EXIST SW
END R&D EXIST SW
END PROP HMA SW
MATCH EXIST SW
PROP LOAM AND SEED
REM SIGN
RET SIGN
PROP RRFB
(SEE DETAIL)
REM SIGNS (2)
PROP LOAM AND SEED
REM EXIST
PVMT MARKINGS
SAWCUT (TYP)
R&D EXIST PVMT
PROP STAMPED ASPHALT CW
R&D EXIST PVMT
PROP RAISED CW
PROP STAMPED ASPHALT CW
REM EXIST
PVMT MARKINGS
PROP R1-1
R=18.0'
L=11.0'
R=18.0'
L=11.0'
R=20.0'
L=23.0'
PROP DETECTABLE
WARNING PANEL (TYP)
END R&D EXIST CURB
END PROP VGC
PROP CEM CONC CR #1
5'
PROP LOAM AND SEED
PROP HMA SW
R&D EXIST PVMT
BEGIN R&D EXIST SW & CURB
END R&D EXIST SW & CURB
R&D EXIST PVMT
PROP LOAM AND SEEDEND PROP HMA SW
BEGIN PROP HMA DWY
PROP
W2-2L
W16-9P
PROP
W11-2
W16-9P
450'
ADJ WG
3' M
IN
REV #REVISIONS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
9
GENERAL PLAN 1
6
9/12/18
AMB
SPR
10
SCALE: 1" = 10'
0 20 30 40
AMS
NOTES:
1. EXISTING BASEMAP AND PROPERTY LINES ARE BASED ON GIS INFORMATION.
2. EXISTING CURB, BERM, ROADWAY, AND OTHER MATERIALS WITHIN THE LIMITS OF
CONSTRUCTION THAT ARE NOT CALLED OUT TO BE REMOVED AND STACKED
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
SL
106
106+
30.3
0301
302
PC +64.27
PT +25.04
300+00
303+00
D
D
PROP VGC TRANSITION
BEGIN R&D EXIST CURB
MATCH EXIST CURB
END R&D EXIST CURB
END PROP VGC
MATCH EXIST CURB
BEGIN R&D EXIST SW
MATCH EXIST SW
END R&D
EXIST SW
& CURB
END R&D EXIST SW
END PROP HMA SW
MATCH EXIST SW
PROP VGC TRANSITION
PROP VGC TRANSITION
BEGIN R&D EXIST SW
BEGIN PROP VGC
MATCH EXIST CURB & SW
PROP VGC TRANSITION
PROP VGC TRANSITION
PROP CEM CONC CR#3
PROP CEM CONC CR#4
PROP CEM CONC CR#6
PROP CEM CONC CR#5
BEGIN R&D EXIST CURB
BEGIN PROP VGC
MATCH EXIST CURB
PROP LOAM AND SEED
PROP LOAM AND SEED
PROP LOAM AND SEED
RET SIGNS (2)
3" REVEAL
SAWCUT (TYP)
R&D EXIST PVMT
PROP STAMPED ASPHALT CW
REM EXIST
PVMT MARKINGS
BEGIN PROP FLUSH VGC
REM EXIST
PVMT MARKINGS
R=16.0'
L=26.0'
OY
ST
ER
PL
AC
ER
OA
D
BEGIN R&D SW
BEGIN PROP HMA SW
MATCH EXIST SW
PROP
W2-2L
W16-9P
425'
ADJ WG
R=10.0'
L=15.0'
R&D EXIST PVMT
PROP STAMPED ASPHALT CW
0" REVEAL
PROP EDGE
OF PVMTBEGIN PROP HMA SW
END PROP HMA SW
END PROP FLUSH VGC
PROP DETECTABLE
WARNING PANEL (TYP)
PROP BRICK DMH
(BUILT OVER PIPE)
PROP GI
(MASSDOT STANDARD
TYPE AF, E 203.2.0)
PROP 7' - 12" RCP
(S=0.05 FT/FT)
CIT CB TO DMH
ADJ WG
GRADE TO DRAIN
3' M
IN
REV #REVISIONS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:DATE
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
FAX: (508) 823 - 2246
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
360 BLOOMFIELD AVE
SUITE 301
WINDSOR, CT 06095
TELE: (860) 602 - 8700
14 BREAKNECK HILL RD
SUITE 201
LINCOLN, RI 02865
TELE: (401) 648 - 7200
www.mcmahonassociates.com
COTUIT INTERSECTIONS
PEDESTRIAN IMPROVEMENTS
BARNSTABLE, MA
Y18540.21
97
GENERAL PLAN 29/12/18
AMB
SPR
10
SCALE: 1" = 10'
0 20 30 40
AMS
NOTES:
1. EXISTING BASEMAP AND PROPERTY LINES ARE BASED ON GIS INFORMATION.
2. EXISTING CURB, BERM, ROADWAY, AND OTHER MATERIALS WITHIN THE LIMITS OF
CONSTRUCTION THAT ARE NOT CALLED OUT TO BE REMOVED AND STACKED
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
15' 9.5' 7.5'
3' M
IN