HomeMy WebLinkAboutPlans 1.2025TOWN BROOK ROADHIGGINS CROWELL ROADHEADWATERS DRIVESANDY POND
PARK
M
A
I
N
S
T
R
E
E
T
(
R
O
U
T
E
2
8
)BUCK ISLANDVILLAGECONDOMINIUMSBRIARWOODCONDIMINIUMSHORSE POND R
O
A
D
BUCK IS
L
A
N
D
R
O
A
D
DRAFT
NOT FOR CONSTRUCTION
DRAFT
NOT FOR CONSTRUCTION
BUCK ISLAND ROAD SIDEWALK IMPROVEMENTS
IN THE TOWN OF
YARMOUTH,MASSACHUSETTS
BARNSTABLE COUNTY
PHASE:FINAL DESIGN
DATE: 01/2025
INDEX
SHEET NO.DESCRIPTION
1 TITLE SHEET & INDEX
2 LEGEND & ABBREVIATIONS
3-4 GENERAL NOTES NO. 1-2
5 KEY PLAN
6-7 TYPICAL SECTIONS NO. 1-2
8-13 CONSTRUCTION PLANS NO. 1-6
14-##PROFILES NO. 1-6
17-22 BASELINE & CURB TIE PLANS NO. 1-6
23-28 GRADING PLANS NO. 1-6
29-34 TRAFFIC SIGN & PAVEMENT MARKING PLANS NO.
1-6
35 TRAFFIC SIGN SUMMARY
36-39 TEMPORARY TRAFFIC CONTROL PLANS NO. 1-4
40-41 CONSTRUCTION DETAILS NO. 1-2
42-47 CROSS SECTIONS NO. 1-6
N
100
SCALE: 1" = 100'
0 200 300 400
REV #
SHEET #TOTAL
SHEETS
DATE350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TITLE&INDEX.DWGPlotted on 29-Apr-2025 3:15 PMTHESE PLANS ARE SUPPLEMENTED BY THE 2024 MASSDOT STANDARD SPECIFICATIONS FOR
HIGHWAYS AND BRIDGES, THE SPETEMBER 30, 2024 MASSDOT SUPPLEMENTAL SPECIFICATIONS,
THE OCTOBER 2017 MASSDOT CONSTRUCTION STANDARD DETAILS, THE 2015 MASSDOT
OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, THE LATEST EDITION OF
THE MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE LATEST EDITION OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH
MASSACHUSETTS AMENDMENTS, THE 1990 MASSDOT STANDARD DRAWINGS FOR SIGNS AND
SUPPORTS, THE 1968 MASSDOT STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY
LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.
471
PROJECT END
STA 104+55.17
N2703766.4752
E996561.6067
PROJECT BEGIN
STA 77+07.29
N2703922.4485
E999233.8178
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
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"
SOLID YELLOW LINE - 6"
BROKEN WHITE LINE -
6" WIDE, 10' LINE, 30' SPACE
BROKEN YELLOW LINE -
6" WIDE, 10' LINE, 30' SPACE
DOTTED WHITE LINE -
6" WIDE, 3' LINE, 6' SPACE
DOTTED YELLOW LINE -
6" WIDE, 3' LINE, 6' SPACE
DOTTED WHITE LINE EXTENSION -
6" WIDE, 2' LINE, 6' SPACE
DOTTED YELLOW LINE EXTENSION
- 6" WIDE, 2' LINE, 6' SPACE
DOUBLE WHITE LINE - 6"
DOUBLE YELLOW LINE - 6"
GENERAL ABBREVIATIONS
AADT ANNUAL AVERAGE DAILY TRAFFIC
ABAN ABANDON
ADJ ADJUST
APPROX.APPROXIMATE
A.C.ASPHALT CONCRETE
ACCM PIPE ASPHALT COATED CORRUGATED
METAL PIPE
BIT.BITUMINOUS
BC BOTTOM OF CURB
BCC BITUMINOUS CONCRETE 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
CLF CHAIN LINK FENCE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CR CURB RAMP
CSP CORRUGATED STEEL PIPE
CO.COUNTY
CONC CONCRETE
CONT CONTINUOUS
CONST CONSTRUCTION
DHV DESIGN HOURLY VOLUME
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DW STEADY 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
GRDL GUARDRAIL
HDW HEADWALL
HMA HOT MIX ASPHALT
HOR HORIZONTAL
HYD HYDRANT
INV INVERT
JCT JUNCTION
L LENGTH OF CURVE
LB LEACH BASIN
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
SMH SEWER MANHOLE
ST STREET
STA STATION
SSD STOPPING SIGHT DISTANCE
SHLO STATE HIGHWAY LAYOUT LINE
SW SIDEWALK
T TANGENT 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 CURB
WG WATER GATE
WIP WROUGHT IRON PIPE
WM WATER METER/WATER MAIN
X-SECT CROSS SECTION
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
ONLY
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
G G
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 LEGEND&ABBREVIATION.DWGPlotted on 29-Apr-2025 3:16 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
LEGEND & ABBREVIATIONS
01/2025
313943-01-001
AB/LM
AH
AS 2 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GENERAL NOTES 1.DWGPlotted on 29-Apr-2025 3:16 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GENERAL NOTES NO. 1
01/2025
313943-01-001
AB/LM
AH
AS 3 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
GENERAL NOTES
1.PER MASSACHUSETTS LAW, CONTRACTORS SHALL CALL 1-888-DIG-SAFE,
(1-888-344-7233) AND TOWN OF YARMOUTH UTILITY DEPARTMENTS PRIOR TO ANY
UNDERGROUND EXCAVATION ON SITE. THE DIG-SAFE VERIFICATION NUMBER
SHALL BE SUBMITTED TO THE TOWN OF YARMOUTH PRIOR TO ANY
CONSTRUCTION WORK.
2.JOINTS BETWEEN NEW HMA ROADWAY PAVEMENT AND SAWCUT EXISTING
PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED.
3.ALTERATIONS TO EXISTING VEGETATION (TRIMMING, LIMBING, TRANSPLANTING,
ETC.) SHALL BE MADE IN A MANNER THAT MINIMIZES THE DAMAGE TO THE
VEGETATION AND MAXIMIZES ITS CHANCE FOR SURVIVAL. PROFESSIONAL
LANDSCAPING OR TREE TRIMMING SERVICES SHALL BE EMPLOYED FOR SUCH
WORK AT THE DIRECTION OF TOWN OF YARMOUTH OR ITS DESIGNATED AGENT.
THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY EXISTING
VEGETATION WHICH OVERHANGS OR IS ADJACENT TO THE CONSTRUCTION
ZONE. ANY DAMAGE THAT IS CAUSED BY THE CONTRACTOR'S NEGLIGENCE
SHALL BE FIXED AT HIS OWN EXPENSE.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT
SURVEYS. THE CONTRACTOR SHALL EMPLOY A COMPETENT REGISTERED
SURVEYOR, REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS TO
COMPLETE ALL CONSTRUCTION LAYOUT.
5.FIELD SURVEY AND LAYOUT DURING CONSTRUCTION WILL BE PROVIDED BY THE
CONTRACTOR, AS REQUIRED TO PROPERLY PERFORM THE WORK. IT IS THE
CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THE EXISTING
CONDITIONS ARE NOT OBLITERATED BEFORE ADEQUATE SURVEY CONTROL
POINTS HAVE BEEN ESTABLISHED OR LOCATED, AND CONSTRUCTION LAYOUT
CAN BE COMPLETED. THE CONSTRUCTION LAYOUT SHALL BE PROVIDED IN
SUFFICIENT DETAIL, THEREBY ENABLING THE CONTRACTOR TO CONSTRUCT THE
PROJECT IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS. THE CITY OR
ITS DESIGNATED REPRESENTATIVES WILL NOT AUTHORIZE CONSTRUCTION
ACTIVITIES TO BEGIN UNTIL IT IS SATISFIED THAT ALL GROUND CONTROL HAS
BEEN ESTABLISHED, TIED DOWN, AND DULY RECORDED IN STANDARD FIELD
BOOKS.
6.THE FREQUENCY AND APPLICATION RATES FOR DUST CONTROL ITEMS SHALL BE
SUFFICIENT TO PREVENT THE GENERATION OF AIRBORNE DUST FROM PROJECT
AREAS. THE TOWN OF YARMOUTH OR ITS DESIGNATED REPRESENTATIVE SHALL
HAVE AUTHORITY TO REQUIRE ADDITIONAL DUST CONTROL MEASURES AT THEIR
DISCRETION, WHICH SHALL BE PROMPTLY APPLIED BY THE CONTRACTOR.
7.ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
8.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED
WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE
ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE
INFORMATION FURNISHED TO THE ENGINEER FOR THE RESOLUTION OF THE
CONFLICT.
9.THE LIMITS OF CLEARING, GRADING, AND DISTURBANCE SHALL BE KEPT TO A
MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION, AREAS OUTSIDE OF
THESE LIMITS, AS DEPICTED ON THE PROJECT SITE PLANS, SHALL REMAIN
UNDISTURBED IN A COMPLETELY NATURAL CONDITION. AREAS OUTSIDE THE
LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT
THE CONTRACTOR'S EXPENSE.
10.ASPHALT EMULSION FOR TACK COAT SHALL BE PLACED PRIOR TO PAVEMENT
PLACEMENT ON THE CONCRETE BASE OR MILLED PAVEMENT, AND ON ANY NEW
COURSE WHICH HAS BEEN OPEN TO TRAFFIC, OR ANY NEW COURSE WHICH HAS
BEEN EXPOSED FOR MORE THAN 3 DAYS, AND/OR AS DIRECTED BY THE TOWN OF
YARMOUTH OR ITS DESIGNATED REPRESENTATIVE. IT SHALL ALSO BE APPLIED
TO VERTICAL PAVEMENT FACES BETWEEN ADJOINING PAVEMENT SECTIONS. ALL
APPLICATIONS ON BOTH HORIZONTAL AND VERTICAL SURFACES SHALL BE IN
ACCORDANCE WITH MASSDOT SPECIFICATIONS.
11.UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED TO STOCKPILE
REMOVED PAVEMENT MATERIALS WITHIN OR OUTSIDE THE PROJECT LIMITS.
SUCH MATERIALS SHALL BE PROMPTLY REMOVED FROM THE PROJECT AND
DISPOSED OF PROPERLY AT AN APPROVED OFF-SITE LOCATION.
12.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
DAMAGE TO BUILDINGS, WALLS, FENCES, AND WALKS THAT ARE ABUTTING
SIDEWALKS AND DRIVEWAYS DESIGNATED FOR CONSTRUCTION OR
REPLACEMENT. WHERE INDICATED OR DIRECTED, NEW SIDEWALKS SHALL MEET
SAID BUILDINGS, WALLS, FENCES UNLESS OTHERWISE SPECIFIED.
13.ALL STAGED EQUIPMENT AND MATERIALS SHALL BE PLACED AN ADEQUATE
DISTANCE (AS DETERMINED BY THE ENGINEER) FROM THE ROADWAY TO AVOID
INTERFERENCE WITH VEHICULAR OR PEDESTRIAN TRAFFIC.
14.CLEANING AND SWEEPING OF PAVEMENT WILL INCLUDE REMOVAL OF ALL
PAVEMENT DEBRIS PRIOR TO THE PLACEMENT OF EACH BITUMINOUS PAVEMENT
LIFT. ALL CLEANING AND SWEEPING SHALL BE DONE TO THE SATISFACTION OF
THE TOWN OF YARMOUTH OR ITS DESIGNATED REPRESENTATIVE.
15.THE COST OF ANY CURB CUTTING REQUIRED TO INSTALL NEW CURB IS INCLUDED
IN THE PRICE FOR THE NEW CURB.
16.EXISTING CONCRETE WALKS (LEADING TO HOUSE FRONT DOORS) SHALL BE
SAWCUT AT THE JOINT NEAREST THE BACK OF SIDEWALK AND REPLACED TO THE
SIDEWALK LIMITS SHOWN.
17.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT AT THE END OF
THE FINAL PAVING OPERATIONS, FLOW TO EXISTING AND PROPOSED DRAINAGE
STRUCTURES HAVE BEEN REESTABLISHED AND NO ISOLATED DEPRESSIONS
EXIST.
18.THE CONTRACTOR SHALL CAREFULLY COORDINATE ALL WORK WITH THAT OF ALL
SUBCONTRACTORS, THE CITY, UTILITY COMPANIES AND OTHER CONTRACTORS
WORKING WITHIN THE PROJECT LIMITS.
19.THE CONSTRUCTION SITE MUST BE ACCESSIBLE TO EMERGENCY VEHICLES AT
ALL TIMES. CONSTRUCTION ACTIVITIES SHALL NOT PREVENT EMERGENCY
VEHICLE PASS THROUGH
20.CONTRACTOR TO PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN ALL NEW
AND EXISTING PAVEMENTS.
21.CONTRACTOR SHALL GROUP OLD CURBING TO BE RE-SET TOGETHER IN ORDER
TO ACHIEVE A MORE COHESIVE APPEARANCE.
22.CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL TOWN OF YARMOUTH,
MASSACHUSETTS STREET OPENING REQUIREMENTS AS APPLICABLE.
23.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW
MATERIALS. RE-USING EXISTING MATERIALS IS IDENTIFIED AS "REMOVE AND
RESET" (R&R).
24.BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES
INDICATE APPROXIMATE EXISTING CONDITIONS.
25.THE CONTRACTOR SHALL READ, BECOME FAMILIAR WITH, AND ADHERE TO ALL
OF THE PROVISIONS, CONDITIONS, AND STIPULATIONS STATED IN ANY AND ALL
ENVIRONMENTAL APPROVALS ISSUED FOR THE PROJECT. COPIES OF THE
APPLICABLE PERMITS SHALL BE PROVIDED TO THE CONTRACTOR BY THE TOWN
OF YARMOUTH PRIOR TO THE START OF WORK ON ANY PROJECT SUBJECT IN
PART OR IN WHOLE TO SAID PERMITS.
26.DAY TIME WORK HOUR RESTRICTIONS FOR PEAK HOUR TRAFFIC INCLUDE 6:00 AM
TO 9:00 AM AND 3:00 PM TO 6:00 PM. WORK THAT DOES NOT REQUIRE A LANE
TAKING IS PERMITTED DURING PEAK HOURS.
27.ALL TRANSVERSE JOINTS, AND LONGITUDINAL JOINTS BETWEEN NEW SURFACE
PAVEMENT AND EXISTING SURFACE PAVEMENT TO REMAIN SHALL BE COATED
WITH A HOT POURED RUBBERIZED ASPHALT SEALER (ITEM 453.).
28.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS
NOTED OTHERWISE.
29.ALL NEW SIDEWALKS AND DRIVEWAY GRADES SHALL MATCH EXISTING GRADES
AT BACK OF SIDEWALK LINE UNLESS SHOWN OTHERWISE ON THE PLANS AND
CROSS-SECTIONS.
30.ON A DAILY BASIS, THE CONTRACTOR SHALL SWEEP BY MECHANICAL MEANS THE
EXISTING AND ADJACENT ROADS OR STREETS AND REMOVE SEDIMENT, SOIL,
VEHICLE TRACKING MUD OR DIRT, ASPHALT FRAGMENTS, AND AGGREGATE, ETC.
31.THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
MUNICIPAL DEPARTMENT OR UTILITY COMPANY FOR EXISTING AND PROPOSED
CONNECTION POINTS, TEMPORARY MEANS OF BY-PASS SERVICE, VERIFICATION
OF EXISTING UTILITY MATERIAL SIZE AND LOCATION, INCLUDING WATER,
SANITARY SEWER, STORM SEWER, GAS, ELECTRIC, CABLE OR FIBER. UTILITY
WORK BY OTHERS IS NOTED ON THE PLANS.
EXISTING CONDITIONS NOTES
1.THE EXISTING CONDITIONS SHOWN ON THESE PLANS CONSIST OF AN
ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY FELDMAN LAND
SURVEYORS IN JANUARY OF 2024.
2.THE SURVEY PROVIDED IS AN INSTRUMENT OF SERVICE OF FELDMAN LAND
SURVEYORS ISSUED TO THE CLIENT FOR PURPOSES RELATED DIRECTLY AND
SOLELY TO FELDMAN LAND SURVEYORS' SCOPE OF SERVICES UNDER CONTRACT
TO THE CLIENT FOR THIS PROJECT. ANY USE OR REUSE OF THE SURVEY FOR
ANY REASON BY ANY PARTY FOR PURPOSES UNRELATED DIRECTLY AND SOLELY
TO SAID CONTRACT SHALL BE AT THE USER'S SOLE AND EXCLUSIVE RISK AND
LIABILITY, INCLUDING LIABILITY FOR VIOLATION OF COPYRIGHT LAWS, UNLESS
WRITTEN CONSENT IS PROVIDED BY FELDMAN LAND SURVEYORS.
BENCH MARK INFORMATION:
ELEVATIONS WERE OBTAINED BY GPS OBSERVATION ON JANUARY 15, 2024.
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)
TEMPORARY BENCH MARKS SET:
TBM-1: SPIKE IN UP#WY17A AT THE INTERSECTION OF HIGGINS CROWELL ROAD
AND BUCK ISLAND ROAD, AS SHOWN HEREON. ELEVATION = 25.66
TBM-2: LEFT BONNET BOLT OVER MAIN OUTLET OF HYDRANT IN FRONT OF 205
HIGGINS CROWELL DRIVE ON THE BUCK ISLAND ROAD NORTHERN SIDELINE, AS
SHOWN HEREON. ELEVATION = 28.30
TBM-3: BONNET BOLT OVER MAIN OUTLET OF HYDRANT ACROSS THE STREET
FROM 441 BUCK ISLAND ROAD, AS SHOWN HEREON. ELEVATION = 31.56
TMB-4: X-CUT ON BONNET BOLT OVER MAIN OUTLET OF HYDRANT ON THE
NORTHERLY SIDELINE OF BUCK ISLAND ROAD AT STATION 92+/-, AS SHOWN
HEREON. ELEVATION = 26.30
TBM-5: X-CUT ON BONNET BOLT OVER MAIN OUTLET OF HYDRANT, AS SHOWN
HEREON. ELEVATION = 22.12
TBM-6: X-CUT ON BONNET BOLT OVER MAIN OUTLET OF HYDRANT AT 520 BUCK
ISLAND ROAD (FIRE STATION ENTRANCE), AS SHOWN HEREON. ELEVATION =
22.36
UTILITY NOTES
1.EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS USING THE BEST
AVAILABLE INFORMATION AND ARE APPROXIMATE. BUILDING SERVICE
CONNECTIONS (ELECTRIC,GAS. TELEPHONE, WATER, SANITARY, CABLE
TELEVISION, ETC.) ARE SHOWN. CONTRACTOR IS TO ASSUME THAT OTHER
SERVICES ARE PRESENT TO ALL BUILDINGS. LOCATIONS OF THE SERVICES WILL
BE CHECKED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANIES.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, BYPASSING, AND
SUPPORTING ALL EXISTING UTILITIES FOR THE DURATION OF THE PROJECT, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY
UTILITIES DAMAGED DURING CONSTRUCTION. ANY DEFICIENCIES DURING THE
PRE AND POST INSPECTION SHALL BE REPORTED TO THE ENGINEER.
3.ALL EXISTING MANHOLES, CATCH BASINS, ROADWAY BOXES, AND SIDEWALK
CURB STOPS FOR ALL UTILITIES WITHIN THE PROJECT WORK LIMITS SHALL BE
ADJUSTED TO GRADE AS REQUIRED EXCEPT WHERE REPLACEMENT OR
RECONSTRUCTION IS CALLED FOR ON THE PLANS, IN THE CONTRACT
DOCUMENTS, OR DIRECTED BY THE ENGINEER.
4.EXCAVATION SHALL BE IN ACCORDANCE WITH ALL STATUTES, ORDINANCES,
RULES AND REGULATIONS OF ANY APPLICABLE CITY, TOWN, STATE OR FEDERAL
AGENCY.
5.ALL EXISTING UTILITIES DESIGNATED TO BE ABANDONED SHALL BE PROPERLY
CAPPED OR PLUGGED; NO ABANDONED PIPES OR CONDUITS (WHETHER ABOVE
OR UNDERGROUND) SHALL BE LEFT WITH OPEN ENDS.
6.FIRE HYDRANTS SHALL NOT BE TEMPORARILY REMOVED FROM SERVICE AT ANY
TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE YARMOUTH FIRE
DEPARTMENT.
7.THE CONTRACTOR IS APPRISED THAT NOT ALL UTILITIES SUBSCRIBE TO THE DIG
SAFE PROGRAM. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CONTACT
ANY AND ALL UTILITY PROVIDERS WITH INFRASTRUCTURE IN A PARTICULAR
PROJECT AREA, AND ENSURE THAT ALL EXISTING UTILITIES WITHIN THE PROJECT
AREA HAVE BEEN MARKED PRIOR TO COMMENCING THE WORK.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING UTILITY MARKINGS
FOR THE DURATION OF THE WORK, OR FOR INSTALLING ADEQUATE OFFSET
MARKINGS OR INDICATORS IN AREAS WHERE THE WORK WILL REMOVE THE
ORIGINAL UTILITY MARK UPS.
9.ANY DAMAGE TO EXISTING UTILITIES MARKED IN THE FIELD, OR AS A RESULT OF
FAILING TO CONTACT THE APPROPRIATE UTILITY COMPANY, SHALL BE REPAIRED
OR REPLACED AT NO ADDITIONAL COST TO THE TOWN OF YARMOUTH OR UTILITY
OWNER.
10.IN SOME CASES, UTILITY WORK BY OTHERS WITHIN THE PROJECT AREAS MAY
TAKE PLACE CONCURRENTLY WITH ROAD WORK; THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING AND COOPERATING WITH THE UTILITY
PROVIDER(S) AND/OR THEIR CONTRACTOR(S) DURING THE PERFORMANCE OF
SUCH WORK.
DRAINAGE/STORMWATER MANAGEMENT NOTES
1.THE CONTRACTOR SHALL CLEAN ALL EXISTING STORM SEWER CATCH BASINS,
MANHOLES, AND PIPE AS NEEDED FOR THE CONFIRMATION AND ASSURANCE OF
EXISTING ELEVATIONS OR INVERTS, MATERIALS, AND SIZES PRIOR TO ORDERING
OF NEW MATERIALS.
2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE HORIZONTAL AND
VERTICAL LOCATIONS OF ALL EXISTING DRAINAGE PIPES AND/OR STRUCTURES
THAT ARE TO BE MODIFIED, AND ANY VARIATIONS FROM THE PLANS DISCOVERED
BY THE CONTRACTOR MUST BE BROUGHT TO THE ATTENTION OF THE TOWN OF
YARMOUTH OR ITS DESIGNATED AGENT PRIOR TO DRAINAGE AND UTILITY
CONSTRUCTION. WORK CAN COMMENCE ONLY WITH TOWN OF YARMOUTH
AUTHORIZATION.
3.ALL DRAINAGE AND UTILITY STRUCTURES WITHIN THE PAVED ROADWAY SHALL
BE ADJUSTED TO GRADE WITH THE SURROUNDING PAVEMENT PRIOR TO THE
WINTER SHUTDOWN.
4.DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING PIPED DRAINAGE AND SURFACE RUNOFF FLOWS DURING STORMS
AND PERIODS OF RAINFALL THROUGHOUT THE WORK AREA INCLUDING
PROVIDING ADEQUATE FLOW DIVERSION OR BYPASS MEASURES FOR PIPED
DRAINAGE AND RUNOFF, IF REQUIRED.
5.NO NEW POINT SOURCE DISCHARGES OR UNTREATED STORMWATER SHALL BE
DISCHARGED DIRECTLY INTO ADJACENT WATERBODIES AND WETLANDS.
6.AN ORDER OF CONDITIONS AND A STORMWATER PERMIT WILL BE ISSUED FOR
THIS PROJECT AND SHALL BE FOLLOWED IN ITS ENTIRETY.
7.DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE
CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATION OF EXISTING UTILITIES
WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD
ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE
TOWN OF YARMOUTH OR ITS DESIGNATED AGENT. ONLY AFTER THE
CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE
DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD
ADJUSTMENTS TO LINE & GRADE SHALL BE INCLUDED IN THE COST OF THE PIPE.
8.ALL FRAMES & GRATES, FRAMES & COVERS, AND OTHER CASTINGS SHALL BE SET
FLUSH WITH FINISHED GRADE.
9.ALL DRAINAGE OR STORM SEWER PIPE SHALL BE A MINIMUM OF 12-INCH DIA.
CLASS III STEEL-REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE NOTED
ON THE PLANS.
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GENERAL NOTES 2.DWGPlotted on 29-Apr-2025 3:16 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GENERAL NOTES NO. 2
01/2025
313943-01-001
AB/LM
AH
AS 4 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
RESOURCE AREA NOTES
1.EXCESS SOIL, STUMPS, TREES, ROCKS, BOULDERS, AND OTHER REFUSE SHALL
BE DISCARDED OFF SITE IN AN APPROPRIATE UPLAND LOCATION, OUTSIDE OF
ALL REGULATED WETLAND AREAS BY THE CONTRACTOR.
2.THE COMPOST FILTER TUBE LINE CALLED FOR ON THESE PLANS IS TO BE
STAKED IN THE FIELD PRIOR TO CONSTRUCTION, AND SHALL SERVE AS THE
STRICT LIMITS OF DISTURBANCE FOR THE PROJECT WITHIN OR ADJACENT TO
REGULATED WETLAND AREAS, NO ALTERATIONS, INCLUDING VEGETATIVE
CLEARING OR SURFACE DISTURBANCE, SHALL OCCUR BEYOND THIS COMPOST
FILTER TUBE LINE.
3.NO HEAVY MACHINERY MAY BE USED WITHIN THE RESOURCE AREAS.
4.NO FUEL STORAGE, VEHICLE REFUELING, OR EQUIPMENT STORAGE SHALL TAKE
PLACE WITHIN ENVIRONMENTAL RESOURCE AREAS, WITHIN 100' OF ANY WATER
BODY, OR WITHIN 50' OF ANY UNCOVERED STORM DRAINAGE INLET. THIS
REQUIREMENT SHALL NOT SUPERSEDE ANY FEDERAL, TOWN, OR LOCAL LAW,
ORDINANCE, RULE OR REGULATION THAT APPLIES TO THE SAME, UNLESS THIS
REQUIREMENT IS MORE STRINGENT THAN SAID LAW, ORDINANCE, RULE OR
REGULATION.
5.THE LIMITS OF CLEARING, GRADING, AND DISTURBANCE SHALL BE KEPT TO A
MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION, AREAS OUTSIDE OF
THESE LIMITS, AS DEPICTED ON THE PROJECT SITE PLANS, SHALL REMAIN
UNDISTURBED IN A COMPLETELY NATURAL CONDITION.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ITS WORK AND
MAINTAINING PROJECT AREAS IN A MANNER THAT MINIMIZES THE POTENTIAL
FOR ON OR OFF-SITE SEDIMENTATION AND/OR EROSION TO OCCUR DURING THE
COURSE OF THE PROJECT WORK. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR INSTALLING, MONITORING, AND REPAIRING SOIL EROSION AND SEDIMENT
CONTROLS AS INDICATED ON THE PLANS AS WELL AS DETERMINING AND
IMPLEMENTING ADDITIONAL APPROPRIATE MEASURES TO BE USED IN THE
PROJECT AREA AS NEEDED.
2.THE TOWN OF YARMOUTH OR ITS DESIGNATED AGENT SHALL RESERVE THE
RIGHT TO REQUIRE THE CONTRACTOR TO SUPPLEMENT OR MODIFY ITS
SEDIMENTATION AND EROSION CONTROL MEASURES, IF THE MEASURES ARE
DEEMED TO BE INADEQUATE OR INAPPROPRIATE TO THE PROJECT AREA OR
WORK CONDITIONS. THIS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF ITS
SOLE RESPONSIBILITY FOR THE PREVENTION OF SEDIMENTATION AND EROSION
IN OR FROM PROJECT AREAS.
3.SILT SACKS AND ANY OTHER APPROVED INLET PROTECTION SHALL BE
INSTALLED AT ALL CATCH BASINS AND INLETS WHENEVER SUBBASE IS
EXPOSED, AND SHALL REMAIN IN PLACE UNTIL THE ABUTTING GROUND
SURFACES ARE STABILIZED.
4.ALL INLET PROTECTION DEVICES SHALL BE CLEANED OR REPLACED REGULARLY
UNTIL THE CONTRIBUTING AREA HAS BEEN STABILIZED, THE INLET PROTECTION
DEVICES ARE TO BE REMOVED AT THE END OF THE PROJECT OR AS DIRECTED
BY THE ENGINEER.
5.CONCRETE WASHOUT DISCHARGED INTO DRAINAGE SYSTEMS IS PROHIBITED.
THE CONTRACTOR MUST PROVIDE A CONCRETE WASHOUT AREA.
6.SEDIMENTS REMOVED FROM THE CATCH BASINS SHALL BE LEGALLY DISPOSED
OF BY THE CONTRACTOR.
7.THE CONTRACTOR SHALL PERFORM THE WORK IN STRICT CONFORMANCE WITH
ANY AND ALL CONDITIONS AND REQUIREMENTS OF THE ISSUED ORDER OF
CONDITIONS, STORMWATER PERMIT AND REQUIREMENTS OF SAID PERMITS,
AND IN ACCORDANCE WITH THE SEDIMENTATION AND EROSION CONTROL
MEASURES CALLED FOR ON THE PLANS IN THE PROJECT AREA.
8.PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, SEDIMENTATION AND
EROSION CONTROLS SHALL BE INSTALLED AT AREAS INDICATED ON THE PLANS.
NO GRUBBING, GRADING, FILLING, OR OTHER SOIL DISTURBANCE SHALL OCCUR
PRIOR TO INSTALLATION. THE LIMITS OF CLEARING AND SURFACE DISTURBANCE
SHALL BE STRICTLY ADHERED TO IN ALL AREAS.
9.THE TOE OF ANY FILL SLOPE IS TO REMAIN AT LEAST 1' INSIDE OF ALL EROSION
CONTROLS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COVER ANY
PORTION OF THE EROSION CONTROL MEASURES WITH MATERIAL. MATERIAL
THAT IS PLACED ON EROSION CONTROLS BY THE CONTRACTOR, OR ANY AGENT
OF THE CONTRACTORS, SHALL BE IMMEDIATELY REMOVED BY THE
CONTRACTOR AND NECESSARY REPAIRS TO THE EROSION CONTROLS
ACCOMPLISHED.
10.NO UNDISTURBED AREAS SHALL BE CLEARED OF EXISTING VEGETATION AFTER
OCTOBER 15 OF ANY CALENDAR YEAR OR DURING ANY PERIOD, FULL OR
LIMITED, WINTER SHUTDOWN. ALL DISTURBED SOILS EXPOSED PRIOR TO
OCTOBER 15 OF ANY CALENDAR YEAR SHALL BE SEEDED OR PROTECTED BY
THAT DATE. AREAS THAT DO NOT HAVE ADEQUATE VEGETATIVE STABILIZATION
(AS DETERMINED BY MASSDOT OR ITS DESIGNATED AGENT) BY NOVEMBER 15
OF THAT CALENDAR YEAR MUST BE STABILIZED THROUGH THE USE OF EROSION
CONTROL MATTING OR STRAW MULCH, IN ACCORDANCE WITH THE
SPECIFICATIONS CONTAINED WITHIN THE TOWN OF YARMOUTH SOIL EROSION
AND SEDIMENT CONTROL HANDBOOK.
11.ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE REMOVED
AT THE END OF THE PROJECT OR AS DIRECTED BY THE TOWN OF YARMOUTH OR
ITS DESIGNATED AGENT, AND LEGALLY DISPOSED OF AT AN OFF-SITE LOCATION
BY THE CONTRACTOR.
12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SOIL
EROSION AND SEDIMENT CONTROLS ON THE PROJECT SITE FOR THE ENTIRE
DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL FOLLOW
THE DIRECTION OF THE DETAILS, SPECIFICATIONS, SHOP DRAWINGS, AND
NOTICE OF INTENT WITH REGARD TO INSTALLATION, MAINTENANCE, AND REPAIR
OF ALL SOIL EROSION AND SEDIMENTATION CONTROLS ON THE PROJECT SITE.
TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS (SILT SACK, AND
COMPOST FILTER TUBES) SHALL BE MAINTAINED UNTIL ALL EXPOSED SOIL ARE
SATISFACTORILY STABILIZED AS DIRECTED BY THE TOWN OF YARMOUTH OR
ENGINEER.
13.UNVEGETATED AREAS SHALL NOT BE UNATTENDED OR EXPOSED FOR PERIODS
IN EXCESS OF TWO (2) WEEKS, OR THROUGH THE WINTER SEASON. SUCH AREAS
SHALL BE SEEDED, UNLESS ACTIVITY IS TO RESUME WITHIN 21 DAYS.
14.JUTE MESH OR APPROVED EQUAL SLOPE STABILIZATION MATERIAL SHALL BE
USED TO STABILIZE PLANTABLE SOIL AND/OR LOAM IN ALL DITCHES, ON ALL
SLOPES ADJACENT TO WETLANDS AND WETLAND PERIMETERS, AND ON ALL
SLOPES WITHIN THE WATER QUALITY BASINS AND SWALES. JUTE MESH IN
DITCHES SHALL EXTEND TO AN ELEVATION 2 FEET ABOVE THE BOTTOM OF THE
DITCH.
15.STABILIZATION OF ONE FORM OR ANOTHER AS DESCRIBED ABOVE SHALL BE
ACHIEVED WITHIN TWO (2) WEEKS OF FINAL GRADING. ALL STRAW BALES, SILT
FENCE, COMPOST FILTER TUBES AND TEMPORARY EROSION AND SEDIMENT
PROTECTION SHALL REMAIN IN PLACE UNTIL AN ACCEPTABLE STAND OF GRASS
IS ESTABLISHED.
16.THE CONTRACTOR SHALL REPAIR AND/OR RESEED AREAS THAT DO NOT
DEVELOP WITHIN THE PERIOD OF ONE YEAR, WHICH SHALL BE DONE AT NO
ADDITIONAL EXPENSE TO THE TOWN OF YARMOUTH.
17.SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED
AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN TWENTY FOUR
HOURS AFTER AN EVENT WHICH GENERATES 0.25 INCHES OF RAIN IN A TWENTY
FOUR HOUR PERIOD. MAINTENANCE SHALL INCLUDE CLEANOUT OF
ACCUMULATED SEDIMENT BEHIND THE COMPOST FILTER TUBES, SILT FENCE
AND STRAW BALES WHEN 1
2 THE ORIGINAL HEIGHT OF THE COMPOST FILTER
TUBES, SILT FENCE AND STRAW BALES BECOMES FILLED WITH SEDIMENT SILT
SACKS SHALL BE EMPTIED AND CLEANED WHEN THEY ARE HALF WAY FULL
WHEN RESTRAINT CORD IS NO LONGER VISIBLE.
18.AREAS HAVING SLOPES GREATER THAN OR EQUAL TO 3:1 SHALL BE STABILIZED
WITH EROSION CONTROL MAT OR BLANKET BY COMBINATION WITH SEEDING, AS
INDICATED ON THE DRAWINGS. SEEDING ON ALL SLOPES 4:1 OR STEEPER SHALL
CONSIST OF TYPE I SEEDING ENHANCED WITH ADHESIVE MULCH STABILIZER,
UNLESS OTHERWISE DIRECTED BY THE TOWN OF YARMOUTH OR ITS
DESIGNATED AGENT.
19.STORMWATER MANAGEMENT PERMIT APPLICANT: MASSDOT CERTIFIED
PROFESSIONAL IN EROSION AND SEDIMENT CONTROL CONTACT TBD BASED ON
AWARD OF CONSTRUCTION.
TREE PRESERVATION NOTES
1.TREES WITHIN THE LIMITS OF GRADING SHALL NOT BE REMOVED UNLESS
APPROVED BY THE TOWN OF YARMOUTH OR ITS DESIGNATED AGENT.
2.PRIOR TO CONSTRUCTION, PROTECT TREES WITHIN THE LIMITS OF WORK IN
ACCORDANCE WITH DETAIL.
3.PRIOR TO CONSTRUCTION, DETERMINE REQUIRED CLEARANCES AND PRUNE
TREES.
4.BRANCHES OR LIMBS DAMAGED DURING CONSTRUCTION SHALL BE CUT BACK
TO THE TRUNK OF A LATERAL BRANCH.
5.CONTRACTOR SHALL PROHIBIT EXCAVATION ACTIVITIES INSIDE LIMITS OF THE
TREE CANOPY.
6.ROOTS LARGER THAN 1.5" IN DIAMETER ENCOUNTERED IN EXCAVATIONS SHALL
BE CUT OFF SQUARELY USING A SHARP ARBORIST SAW.
7.MAINTAIN STORAGE OF EQUIPMENT AND MATERIALS A DISTANCE OF AT LEAST
TWO (2) TIMES THE DISTANCE OF THE RADIUS OF THE TREE CANOPY.
8.STRIP AND SEGREGATE TOPSOIL PRIOR TO EXCAVATING IN UNPAVED AREAS.
FOLLOWING BACKFILL OPERATIONS PLACE TOPSOIL BACK IN THE APPROPRIATE
PLACE WITHOUT COMPACTION AND VERTICALLY MULCH ROOT SYSTEM. NO
AMENDMENTS SHALL BE ADDED.
9.IMMEDIATELY FOLLOWING BACKFILL OPERATIONS PROVIDE DEEP WATERING OF
THE ROOT SYSTEM, APPLICATION OF FERTILIZER, AND VERTICAL MULCHING.
LANDSCAPING NOTES
1.TOPSOIL USED AS PLANTABLE SOIL SHALL HAVE A SANDY LOAM TEXTURE
RELATIVELY FREE OF SUBSOIL MATERIAL, STONES, ROOTS, LUMPS OF SOIL,
TREE LIMBS, TRASH OR CONSTRUCTION DEBRIS.
2.UNLESS SPECIFICALLY INSTRUCTED, ALL LANDSCAPING WORK SHALL BE
PERFORMED WITHIN RIGHT-OF-WAY OR WITHIN TEMPORARY CONSTRUCTION
EASEMENTS; NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY
WITHOUT THE PRIOR EXPRESS AUTHORIZATION OF THE TOWN OF YARMOUTH.
3.ALTERATION OR REMOVAL OF EXISTING VEGETATION WITHIN OR CLOSE TO
TOWN RIGHT-OF-WAYS SHALL BE AVOIDED TO THE EXTENT POSSIBLE, AND
WHEN REQUIRED , SHALL BE LIMITED TO ONLY THAT WHICH IS NECESSARY TO
COMPLETE THE REQUIRED WORK. ALL SUCH WORK SHALL BE PERFORMED BY
QUALIFIED PERSONNEL IN A NEAT AND PROFESSIONAL MATTER.
4.ALTERATIONS TO EXISTING VEGETATION (TRIMMING, LIMBING, TRANSPLANTING,
ETC.) SHALL BE MADE IN A MANNER THAT MINIMIZES THE DAMAGE TO THE
VEGETATION AND MAXIMIZES ITS CHANCE FOR SURVIVAL. PROFESSIONAL
LANDSCAPING OR TREE TRIMMING SERVICES SHALL BE EMPLOYED FOR SUCH
WORK AT THE DIRECTION OF THE TOWN OF YARMOUTH OR ITS DESIGNATED
AGENT.
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES
1.ALL EXISTING TRAVEL LANES SHALL BE OPEN TO TRAFFIC WHENEVER
CONSTRUCTION IS NOT TAKING PLACE. SAFE ACCESS AND EGRESS TO
DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT
AS PREVIOUSLY APPROVED BY THE ENGINEER.
2.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AT LEAST ONE ACCESS POINT
TO ALL BUILDINGS DURING CONSTRUCTION.
3.PEDESTRIANS SHALL BE CONSIDERED IN ALL MAINTENANCE AND PROTECTION
OF TRAFFIC SETUPS. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS
ROUTES/RAMPS THROUGH CONSTRUCTION AREAS TO ENSURE ACCESS. THE
TEMPORARY PEDESTRIAN ACCESS SHALL BE DETECTABLE AND INCLUDE
ACCESSIBILITY FEATURES CONSISTENT WITH THE EXISTING REQUIREMENTS
THROUGH WORK ZONES. THE CONTRACTOR MUST PROVIDE FOR PEDESTRIANS
TO SAFELY GUIDE THEM AWAY FROM BROKEN AND UNEVEN PAVEMENT, OPEN
EXCAVATIONS, DROP-OFFS, CONSTRUCTION OPERATIONS, AND OTHER
HAZARDS AT ALL TIMES. TEMPORARY CURB RAMPS SHALL BE PROVIDED FOR
SIDEWALK DIVERSIONS WHERE NECESSARY. THERE SHALL BE NO ADDITIONAL
COMPENSATION FOR THE PROVISION OF PEDESTRIAN WAYS. ALL COSTS SHALL
BE CONSIDERED INCIDENTAL TO THE CONTRACT.
PEDESTRIAN ACCESSIBILITY NOTES
1.ACCORDING TO THE MASSDOT STANDARD SPECIFICATIONS, THE SUBGRADE
FOR THE SIDEWALKS, RAMPS, AND DRIVEWAYS SHALL BE SHAPED PARALLEL
TO THE PROPOSED SURFACES OF THE WALKS, RAMPS, AND DRIVEWAYS AND
THOROUGHLY COMPACTED. ALL DEPRESSIONS OCCURRING SHALL BE FILLED
WITH SUITABLE MATERIAL AND AGAIN COMPACTED UNTIL THE SURFACE IS
SMOOTH AND HARD.
2.THE FOUNDATION SHALL BE AT LEAST 8 INCHES IN THICKNESS AND PARALLEL
TO THE PROPOSED SURFACE OF THE WALK.
3.CONTRACTOR SHALL NOTE THAT THE CITED ACCESSIBILITY REQUIREMENTS
ALLOW NO TOLERANCE FOR SLOPES GREATER THAN THE MAXIMUM SLOPE.
4.WALKWAYS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED
BY STEPS OR CHANGES IN LEVEL GREATER THAN 1
4 INCH.
5.THE CURB RAMPS SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE
7.5% WITH A CONSTRUCTION TOLERANCE OF 0.5%±. HOWEVER, THESE SLOPES
MAY BE FLATTER WHEN WARRANTED BY SURROUNDING CONDITIONS.
6.WHERE THE ROAD PROFILE EXCEEDS 4%, THE HIGH SIDE TRANSITION LENGTH
UNDER ANY CONDITIONS NEED NOT EXCEED 15 FEET.
7.AT NO TIME IS ANY PART OF THE CURB RAMP, EXCLUDING CURB TRANSITIONS,
TO BE LOCATED OUTSIDE THE CROSSWALK. THE CURB RAMPS ENTRANCE IS
TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE.
8.THE ENTRANCE OF A CURB RAMP SHALL BE FLUSH WITH THE ROADWAY.
9.DETECTABLE WARNING PANELS ARE REQUIRED FOR ALL PROPOSED CURB
RAMPS AND ARE TO BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION
STANDARD M/E 107.6.5R (OCTOBER 2017).
10.THE FINAL LOCATION OF ALL CURB RAMPS SHALL BE COORDINATED IN THE
FIELD WITH THE PROPOSED AND/OR EXISTING LOCATIONS OF DRAINAGE
STRUCTURES, UTILITY POLES, LIGHT POLES, AND OTHER APPURTENANCES TO
ENSURE A MINIMUM 36" CLEAR PEDESTRIAN PATH.
1
2
3
4
5
6
BUCK ISLAND
R
O
A
D
BUCK IS
L
A
N
D
R
O
A
D
HEADWATERS DRIVESAND DOLLAR LANEBRIARWOODCONDOMINIUM DRIVEWAYBUCK ISLAND VILLAGECONDOMINIUM DRIVEWAYSANDY PONDPARK DRIVEWAYTOWN BROOK ROADHIGGINS CROWELL ROADN
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 KEY PLAN.DWGPlotted on 29-Apr-2025 3:16 PMREV #DATEREVISIONS
0 150
SCALE: 1" = 150'
300 450 600
DRAFT
NOT FOR CONSTRUCTION
KEY PLAN
01/2025
313943-01-001
AB/LM
AH
AS 5 47SIDEWALK IMPROVEMENTS
YARMOUTH, MA
BUCK ISLAND ROAD
PLAN NO.
1 2 3 4 5 6
PLAN NAME SHEET #
CONSTRUCTION PLANS 8 9 10 11 12 13
BASELINE & CURB TIE PLANS 17 18 19 20 21 22
GRADING PLANS 23 24 25 26 27 28
TRAFFIC SIGN & PAVEMENT MARKING PLANS 29 30 31 32 33 34
5'
SIDEWALK
VARIES
GRASS BUFFER
VARIES
TRAVEL LANE
1.5%*WBEB
BUCK ISLAND ROAD
STA 82+25 TO STA 83+50
STA 86+50 TO STA 88+25
STA 92+00 TO STA 94+25
NOT TO SCALE
*TOLERANCE FOR CONSTRUCTION ±0.5%
PAVEMENT NOTES
PROPOSED FULL DEPTH PAVEMENT (LESS THAN 4')
SURFACE:2" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER
ASPHALT EMULSION FOR TACK COAT (RS-1H) AT 0.08 GAL/SY OVER
2" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-19.0) OVER
ASPHALT EMULSION FOR TACK COAT (RS-1H) AT 0.08 GAL/SY OVER
BASE:6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE OVER
SUB-BASE:8" GRAVEL BORROW (TYPE B)
PROPOSED HOT MIX ASPHALT SIDEWALK
SURFACE:1.25" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER
ASPHALT EMULSION FOR TACK COAT (RS-1H) AT 0.07 GAL/SY OVER
1.75" SUPERPAVE SURFACE COURSE - 12.5 (SSC-12.5) OVER
SUB-BASE:8" GRAVEL BORROW (TYPE B)
PROPOSED CEMENT CONCRETE CURB RAMP
SURFACE:4" CEMENT CONCRETE (AIR ENTRAINED, 4,000 PSI, 3/4", 610) OVER
SUB-BASE:8" GRAVEL BORROW (TYPE B)
NOTES:
1.ALL HMA SHALL CONFORM WITH SECTION 460 HOT MIX ASPHALT
PAVEMENT AND SECTION M3 ASPHALTIC MATERIALS.
2.HMA FOR SIDEWALKS SHALL CONFORM WITH SECTION 702.
3.CEMENT CONCRETE FOR CURB RAMPS SHALL CONFORM WITH
SECTION 701 AND SECTION 430.
4.ASPHALT EMULSION FOR TACK COAT (RS1-H) SHALL BE APPLIED TO
PAVEMENT LAYERS PRIOR TO PAVING FOR BONDED STRENGTH.
5.HMA JOINT SEALANT SHALL BE APPLIED TO ALL COLD JOINTS IN
SURFACE COURSE.
6.CONTRACTOR SHALL APPLY CALCIUM CHLORIDE OR WATER FOR
DUST CONTROL AS DIRECTED BY THE ENGINEER.
7.ALL STEEL FRAMES AND GRATES/COVERS, AND GATE BOXES SHALL
BE ADJUSTED TO THE BASE COURSE, THE INTERMEDIATE COURSE,
AND A FINAL ADJUST LEVEL WITH THE SURFACE COURSE.
8.ALL EMBANKMENT SUB-BASE AND SUB-GRADE MATERIALS SHALL BE
COMPACTED IN NOT TO EXCEED 12" LAYERS FOR 95% DRY DENSITY
TO LINES AND GRADES SHOWN ON PLANS IN PREPARATION OF
PAVING HMA MATERIAL AND LAYER THICKNESSES.
2'
SHOULDER
VARIES
TRAVEL LANE
2'
SHOULDER
BUCK ISLAND ROAD
MAINTAIN EXISTMAINTAIN EXIST1968 COUNTYLAYOUT LINE1968 COUNTYLAYOUT LINE60' ROW
4:1 T
Y
P
3:1 M
A
X
4:1
MAX
5'
SIDEWALK
VARIES
GRASS BUFFER
VARIES
TRAVEL LANE
1.5%*WBEB
BUCK ISLAND ROAD
STA 83+50 TO STA 86+50
STA 89+25 TO STA 92+00
NOT TO SCALE
*TOLERANCE FOR CONSTRUCTION ±0.5%
2'
SHOULDER
VARIES
TRAVEL LANE
2'
SHOULDER
BUCK ISLAND ROAD
MAINTAIN EXIST
MAINTAIN EXIST1968 COUNTYLAYOUT LINE1968 COUNTYLAYOUT LINE60' ROW
4:1
MAX4:1 T
Y
P
3:1 M
A
X
PROP 4" LOAM & SEED
(CLOVER MIX)
PROP HMA SW
PROP HMA BERM
TYPE A MODIFIED
PROP ORDINARY BORROW
PROP 4" LOAM & SEED
(CLOVER MIX)
MEET EXIST
PROP 4" LOAM & SEED
(CLOVER MIX)
PROP HMA SW
PROP HMA BERM
TYPE A MODIFIED
PROP ORDINARY BORROW
PROP 4" LOAM & SEED
(CLOVER MIX)
MEET EXIST
EXIST GROUND
EXIST GROUND
4'
SIDEWALK
VARIES
TRAVEL LANE
1.5%*WBEB
2'
SHOULDER
VARIES
TRAVEL LANES
2'
SHOULDER
BUCK ISLAND ROAD
MAINTAIN EXISTMAINTAIN EXIST
VARIES
TRAVEL LANE
EB1968 COUNTYLAYOUT LINE1968 COUNTYLAYOUT LINE60' ROW
BUCK ISLAND ROAD
STA 77+00 TO STA 82+50
NOT TO SCALE
*TOLERANCE FOR CONSTRUCTION ±0.5%
PROP HMA SW
PROP VGC TYPE VB
(6'' REVEAL TYP)
PROP 4" LOAM & SEED
(CLOVER MIX)
MEET EXIST
EXIST GROUND
4:1 TYP
3:1 MAX
PROP 24'' VGC TYPE VB
(18'' REVEAL MAX)
SAWCUT
PROP FULL DEPTH PVMT
SW
SW
1'
SW
1'
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TYPICALS.DWGPlotted on 29-Apr-2025 3:16 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TYPICAL SECTIONS NO. 1
01/2025
313943-01-001
AB/LM
LM
AS 6 47SIDEWALK IMPROVEMENTS
YARMOUTH, MA
BUCK ISLAND ROAD
VARIES
GRASS BUFFER
BUCK ISLAND ROAD
STA 94+25 TO STA 95+25
NOT TO SCALE
*TOLERANCE FOR CONSTRUCTION ±0.5%
5'
SIDEWALK
VARIES
TRAVEL LANE
VARIES
TRAVEL LANE
VARIES
GRASS BUFFER
5'-9''
SIDEWALK
1.5%*1.0%*WBEB
2'
SHOULDER
2'
SHOULDER
BUCK ISLAND ROAD
1968 COUNTYLAYOUT LINE3:1 MAX
MAINTAIN EXISTMAINTAIN EXIST 1968 COUNTYLAYOUT LINE60' ROW
4:1 TYP
4:1 MAX
4:1
MAX
PROP HMA BERM
TYPE A MODIFIED
PROP 4" LOAM & SEED
(CLOVER MIX)
PROP HMA SW
PROP 4" LOAM & SEED
(CLOVER MIX)
PROP HMA SW
PROP HMA BERM
TYPE A MODIFIED
PROP 4" LOAM & SEED
(CLOVER MIX)
EXIST GROUND
MEET EXIST
MEET EXIST
PROP 4" LOAM & SEED
(CLOVER MIX)
EXIST GROUND
4:1 TYP
3:1 MAX
4:1 TY
P
3:1 M
A
X
5'
SIDEWALK
VARIES
GRASS BUFFER
VARIES
TRAVEL LANE
1.5%*WBEB
3'
SHOULDER
VARIES
TRAVEL LANE
2'
SHOULDER
BUCK ISLAND ROAD
MAINTAIN EXISTMAINTAIN EXIST1968 COUNTYLAYOUT LINE60' ROW
4:1
MAX
PROP 4" LOAM & SEED
(CLOVER MIX)
PROP HMA SW
PROP VGC TYPE VB OR
R&R VGC TYPE VB
(SEE PLANS)
PROP 4" LOAM & SEED
(CLOVER MIX)
MEET EXIST
EXIST GROUND 1968 COUNTYLAYOUT LINEBUCK ISLAND ROAD
STA 96+25 TO STA 104+50
NOT TO SCALE
*TOLERANCE FOR CONSTRUCTION ±0.5%
SAWCUT
PROP FULL DEPTH PVMT
SW
1'
PROP ORDINARY BORROW
SW
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TYPICALS.DWGPlotted on 29-Apr-2025 3:17 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TYPICAL SECTIONS NO. 2
01/2025
313943-01-001
AB/LM
LM
AS 7 47SIDEWALK IMPROVEMENTS
YARMOUTH, MA
BUCK ISLAND ROAD
BUCK ISLAND ROAD
TOWN BROOK ROADPROP SAWCUT (TYP)
MATCH EXIST VGC
PROP CC CR
LEVEL LANDING
PROP VGC TYPE VB
TRANSITION
PROP HMA SW
RET CC CURB
5'
LIMIT OF REGRADING (TYP)
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
PI +31.17
37+62.21
N
CONTINUED ONSHEET NO. 9SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CONSTRUCTION.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION PLAN NO. 1
01/2025
313943-01-001
AB/LM
LM
AS 8 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
NOTES:
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
BUCK ISLAND ROAD
RET CB;
PROP INLET PROTECTION
PROP SAWCUT (TYP)
PROP SAWCUT
MATCH EXIST VGC
PROP CC CR
LEVEL LANDING
PROP LOAM AND SEED
(CLOVER MIX)
RET UP
RET CC CURB
5'
PROP CLEARING AND GRUBBING
RET CB;
PROP INLET PROTECTION
RET UP RET UP
PROP VGC TYPE VB TRANSITION
PROP SAWCUT (TYP)
PROP CC CR
LEVEL LANDING
RET UPRET UP
RET CC CURB
PROP LOAM AND SEED
(CLOVER MIX)
PROP SAWCUT (TYP)
MATCH EXIST VGC
PROP CC CR
LEVEL LANDING
PROP VGC TYPE VB
TRANSITION
PROP HMA SW
PROP HMA SW
PROP HMA SW
RET CC CURB
5'5'
LIMIT OF REGRADING (TYP)
LIMIT OF REGRADING
(TYP)
LIMIT OF REGRADING (TYP)
PROP LOAM AND SEED
(CLOVER MIX)
ADJ DMH ADJ CB
ADJ DMH
PROP INLET PROTECTION
PROP INLET PROTECTION
MATCH EXIST VGC
ADJ GG
PROP VGC TYPE VB
PROP CC CR
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
PROP VGC TYPE VB TRANSITION
END RET CC CURB
BEGIN PROP VGC TYPE VB
323334353637PI +36.97PI +91.64
PI +90.77
PI +31.17
PROP EROSION CONTROL (TYP)
N
CONTINUED ONSHEET NO. 10SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CONSTRUCTION.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION PLAN NO. 2
01/2025
313943-01-001
AB/LM
LM
AS 9 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MACONTINUED ONSHEET NO. 8NOTES:
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
RET UP
MATCH EXIST HMA CURB
MATCH EXIST HMA SW
PROP HMA SW
R&D EXIST HMA SW
PROP HMA SW
PROP HMA BERM
TYPE A MODIFIED
R&D EXIST VGC
R&D EXIST HMA BERM
PROP CC CR
PROP LOAM AND SEED
(CLOVER MIX)
PROP HMA BERM
TYPE A MODIFIED
PROP LOAM AND SEED
(CLOVER MIX)
MATCH EXIST HMA SW
PROP HMA BERM
TYPE A MODIFIED
MATCH EXIST HMA BERM
MATCH EXIST HMA BERM
PROP CC CR
BUCK ISLAND ROAD
R&D EXIST HMA SW
PROP HMA SW
5.8'
R&D EXIST VGC
RET WATER
5.75
RET EXIST MONUMENT
PROP HMA CURB TYPE 3
RET GAS
PROP CC CR
RET COMM PEDESTAL
RET WATER
5'
RET UP
RET UP
R&D EXIST HMA BERM
PROP LOAM AND SEED
(CLOVER MIX)
SANDY POND PARK
PROP HMA BERM
TYPE A MODIFIED
RET WATER
LIMIT OF
REGRADING
(TYP)
LIMIT OF REGRADING (TYP)
PROP CLEARING AND GRUBBING
PROP TREE LINE (TYP)
LIMIT OF REGRADING (TYP)BUCK ISLAND VILLAGECONDOMINIUM DRIVEWAYSANDY POND PARKDRIVEWAYPROP SAWCUT (TYP)
PROP SAWCUT (TYP)
PROP SAWCUT (TYP)
PROP INLET
PROTECTION
PROP CC CR
LEVEL LANDING
LEVEL LANDING
LEVEL LANDING
PROP SAWCUT (TYP)
PROP CC CR
LEVEL LANDING
PROP LOAM AND SEED
(CLOVER MIX)
RET UP
RET COMM
PEDESTAL
RET DRAIN
PROP VGC TYPE VB
5'
PROP CLEARING AND GRUBBING
RET UP
LIMIT OF REGRADING (TYP)
1968 COUNTY LA
Y
O
U
T
1968 COUNTY LA
Y
O
U
T
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
PROP "SANDY POND PARK" SIGN
R&D EXIST "SANDY POND
PARK" SIGN
PROP RECTANGULAR RAPID FLASHING BEACON
(SOLAR POWERED) (SEE DETAIL)
PROP RECTANGULAR RAPID FLASHING BEACON
(SOLAR POWERED) (SEE DETAIL)
5152PI +83.00PI +10.37
PI +83.10
PI +04.26
50+00
52+84.35
26
2728293031PI +30.49PI +20.47
PC +86.51
PC +21.43
PC +60.03
PT +48.40
PT +03.57PT +72.35
PROP EROSION CONTROL (TYP)
PROP EROSION CONTROL (TYP)
N
CONTINUED ONSHEET NO. 11SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CONSTRUCTION.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION PLAN NO. 3
01/2025
313943-01-001
AB/LM
LM
AS 10 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MACONTINUED ONSHEET NO. 9NOTES:
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
BUCK ISLAND ROAD
PROP HMA SW
PROP HMA SW
RET UP
PROP CC CR
PROP HMA BERM
TYPE A MODIFIED
PROP LOAM AND SEED
(CLOVER MIX)
PROP HMA BERM
TYPE A MODIFIED
PROP LOAM AND SEED
(CLOVER MIX)
RET UPRET GAS
5'
RET COMM PEDESTAL
RET LP
PROP CC CR
RET LP
RET UP
RET UP
5'
RET DRAIN PIPE
RET UP
LIMIT OF REGRADING (TYP)
LIMIT OF REGRADING (TYP)
PROP CLEARING AND GRUBBING
PROP CLEARING
AND GRUBBING
BRIARWOODCONDOMINIUMDRIVEWAYPROP TREE LINE (TYP)
PROP TREE LINE (TYP)
R&D HMA PAVEMENT
R&D HMA
PAVEMENT
PROP SAWCUT (TYP)
PROP SAWCUT (TYP)
PROP INLET
PROTECTION
PROP INLET
PROTECTION
1968 COUNTY L
A
Y
O
U
T
1968 COU
N
T
Y
L
A
Y
O
U
T
RECORD BL
19
20
2122
23
24
25
PI +19.65
PC +80.64
PC +15.27
PC +11.06
PC +79.67PC +86.51
PT +19.04
PT +94.22
PT +67.53
PT +02.83
PCC +34.85
PROP EROSION CONTROL (TYP)
PROP EROSION CONTROL (TYP)
N
CONTINUED ONSHEET NO. 10CONTINUED ONSHEET NO. 12SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CONSTRUCTION.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION PLAN NO. 4
01/2025
313943-01-001
AB/LM
LM
AS 11 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
NOTES:
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
BUCK ISLAND ROAD
HEADWATERS DRIVESAND DOLLAR LANERET CB;
PROP INLET
PROTECTION
PROP HMA BERM
TYPE A MODIFIED
PROP LOAM AND SEED
(CLOVER MIX)
RET UP
PROP CC CR
PROP HMA SW
5'
RET UP
RET UP
RET COMM PEDESTAL
RET GAS
PROP CC CR
RET UP
PROP HMA BERM
TYPE A MODIFIED PROP LOAM AND
SEED (CLOVER MIX)
LIMIT OF REGRADING (TYP)
PROP CLEARING AND GRUBBING
LIMIT OF
REGRADING
(TYP)
PROP VGC TYPE VB
R&D HMA PAVEMENT
R&D HMA PAVEMENT
PROP SAWCUT (TYP)
PROP SAWCUT (TYP)
PROP TREE LINE (TYP)
RET CB;
PROP INLET PROTECTION
PROP LOAM AND SEED
(CLOVER MIX)
3'
PROP LEVEL LANDING
4'
LIMIT OF REGRADING (TYP)
PROP LEVEL LANDING
RET UP
PROP INLET PROTECTION
PROP 24" VGC TYPE VB
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
1314
1516
17
18
19
PI +
6
0
.
9
6
PI +08.08
PI +44.15PI +59.92
PI +08.40 PC +35.70PC +30.16
PC +56.29
PC +80.64
PT +30.35PT +55.70PT +63.42
PT +87.83
PT +19.04
PROP EROSION CONTROL (TYP)
ADJ (BO)
PROP HMA SW
N
CONTINUED ONSHEET NO. 11SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CONSTRUCTION.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION PLAN NO. 5
01/2025
313943-01-001
AB/LM
LM
AS 12 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA CONTINUED ONSHEET NO. 13NOTES:
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
BUCK ISLAND ROAD
HIGGINS CROWELL ROADPROP LOAM AND SEED
(CLOVER MIX)
LIMIT OF REGRADING (TYP)
PROP VGC TYPE VBADJ CB;
PROP INLET PROTECTION
LIMIT OF REGRADING (TYP)
MEET EXISTING CURB RAMP
MEET EXIST VGC
PROP LOAM AND SEED
(CLOVER MIX)
RET UP
RET UP
RET CB;
PROP INLET PROTECTION
PROP HMA SW
4'4'
3'
RET ELEC HH PROP SAWCUT (TYP)
PROP INLET PROTECTION
PROP CLEARING
AND GRUBBING
1968 COUNTY LAYOUT
RECORD BL
1968 COUNTY LAYOUT
PROP VGC TYPE VB
111213
PC +82.18
PC +17.39 PT +77.00
PT +12.18
PCC +12.44
PCC +35.47
1
0
+
0
0
PROP EROSION CONTROL (TYP)
N
CONTINUED ONSHEET NO. 12SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CONSTRUCTION.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION PLAN NO. 6
01/2025
313943-01-001
AB/LM
LM
AS 13 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
NOTES:
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
NAVD 88
BASE ELEV
15.00
NORTH SIDE BUCK ISLAND RD
20
30
15
20
30
22.8550+0022.7121.5951+0021.1021.2452+0020.8353+00 50+0051+0052+0053+00
-0.96%
-3.32%-1.54%
-0.22%3.14%-1.20%
STA=50+00.00
ELEV.=22.85
STA=51+10.37
ELEV.=21.39
STA=51+83.10
ELEV.=20.98
STA=52+84.35
ELEV.=20.34
NAVD 88
BASE ELEV
15.00
SOUTH SIDE BUCK ISLAND RD
20
30
15
20
30
18.5936+0019.3419.7937+0021.3636+0037+00
2.60%
1.67%
-1.00%
-2.62%
0.86%
7.43
%
0.80%
4.20%
STA=35+91.64
ELEV.=18.25
STA=36+90.77
ELEV.=19.57
STA=37+31.17
ELEV.=20.65
STA=37+62.21
ELEV.=21.37
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 PROFILE.DWGPlotted on 29-Apr-2025 3:17 PMREV #DATEREVISIONS
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
DRAFT
NOT FOR CONSTRUCTION
PROFILES NO. 1
01/2025
313943-01-001
LM
LM
AS 14 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
PROP GRADE
EXIST GRADE
EXISTPROPCONTINUED ONSHEET NO. 15PROP GRADE
EXIST GRADE
EXISTPROP
NAVD 88
BASE ELEV
15.00
SOUTH SIDE BUCK ISLAND RD
20
30
15
20
30
20.4819.2930+0020.6120.8631+0019.9619.7932+0019.2218.0533+0017.6117.5134+0017.4117.4735+00 30+0031+0032+0033+0034+0035+00
-0.52%
1.40%
-0.79%
-0.51%0.46%-3.80%-0.93%
STA=29+20.47
ELEV.=20.91
STA=35+36.97
ELEV.=17.95
NAVD 88
BASE ELEV
20.00
SOUTH SIDE BUCK ISLAND RD
30
40
20
30
40
26.3526.8923+0025.8125.1824+0025.1925.1625+0025.1124.7326+0023.2323.4627+0023.0822.4228+00 23+0024+0025+0026+0027+0028+00
-2.44%-6.11%
-1.26%
-0.16%
-0.73%
-3.23%-0.63%
STA=22+11.06
ELEV.=27.79
STA=28+30.49
ELEV.=22.00CONTINUEDABOVE CONTINUEDBELOWSHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 PROFILE.DWGPlotted on 29-Apr-2025 3:17 PMREV #DATEREVISIONS
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
DRAFT
NOT FOR CONSTRUCTION
PROFILES NO. 2
01/2025
313943-01-001
LM
LM
AS 15 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MACONTINUED ONSHEET NO. 14PROP GRADE
EXIST GRADE
EXISTPROPCONTINUED ONSHEET NO. 16PROP GRADE
EXIST GRADE
EXISTPROP
NAVD 88
BASE ELEV
25.00
SOUTH SIDE BUCK ISLAND RD
30
40
25
30
40
28.6528.5716+0028.4229.0517+0029.4729.9018+0029.9529.5819+0029.4328.9920+0028.6328.6921+00 16+0017+0018+0019+0020+0021+00
1.72%7.46
%
1.82%-0.32%-2.04%1.98%
2.00%
5.11%-1.36%
-0.80%0.81%
-0.80%
STA=17+87.83
ELEV.=30.13 STA=15+08.40
ELEV.=26.98
STA=21+19.65
ELEV.=28.63
-1.16%1.00%-0.99%
NAVD 88
BASE ELEV
20.00
SOUTH SIDE BUCK ISLAND RD
30
40
20
30
40
23.6624.1311+0024.6525.5412+0025.8526.7013+0027.4526.4614+0026.7511+0012+0013+0014+00
0.95%
2.40%-2.09%-0.49%-0.63%1.19%
-7.91
%
-0.61%
STA=10+30.71
ELEV.=23.44
STA=14+59.92
ELEV.=26.55 CONTINUEDBELOWSHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 PROFILE.DWGPlotted on 29-Apr-2025 3:17 PMREV #DATEREVISIONS
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
DRAFT
NOT FOR CONSTRUCTION
PROFILES NO. 3
01/2025
313943-01-001
LM
LM
AS 16 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MACONTINUED ONSHEET NO. 15PROP GRADE
EXIST GRADE
EXISTPROPPROP GRADE
EXIST GRADE
EXISTPROPCONTINUEDABOVE
BUCK ISLAND ROAD
TOWN BROOK ROADPROJECT END
STA 104+55.17
N2703766.4752
E996561.6067
C
1
104+41.11
13.22 LT
104+30.68
15.72 LT
104+24.12
20.72 LT
104+55.15
13.22 LT
CURB CURVE TABLE
CURVE #
C1
RADIUS
23.00'
LENGTH
27.88'
TANGENT
15.94'
DELTA
69°26'27"
PI +31.17
37+62.21
N33°14'53"E
20.61'
N
CONTINUED ONSHEET NO. 18SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CURB TIE AND LOCATION.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
BASELINE & CURB TIE PLAN NO. 1
01/2025
313943-01-001
AB/LM
LM
AS 17 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
RECORD BL
BUCK ISLAND ROAD
C
1
C2
C3 C4104+24.12
20.72 LT 104+19.58
28.15 LT
103+83.72
20.98 LT
103+82.14
19.39 LT
103+67.96
13.46 LT
102+97.12
13.33 LT 102+89.31
15.82 LT
102+84.59
20.81 LT
102+82.53
28.72 LT
102+31.91
27.58 LT
102+29.91
20.96 LT
102+25.21
15.97 LT
102+16.91
13.49 LT
100+00.85
14.77 LT
99+98.35
14.78 LT 99+95.47
13.87 LT
100+03.73
13.86 LT
S60°25'07"
W
57.48'S5°24'18"W19.45'N
3
7
°
3
4
'
3
3
"W
3
1
.
7
9
'
104+55.15
13.22 LT
104+41.11
13.22 LT 104+30.68
15.72 LT
CURB CURVE TABLE
CURVE #
C1
C2
C3
C4
RADIUS
23.00'
20.00'
15.09'
15.00'
LENGTH
27.88'
15.78'
23.51'
22.69'
TANGENT
15.94'
8.33'
14.89'
14.15'
DELTA
69°26'27"
45°12'47"
89°13'44"
86°39'19"
N 79° 36' 20" W 1430.20'
323334353637PI +36.97
PI +91.64
PI +90.77
PI +31.17
37+62.21
N33°14'53"E
20.61'
N28°33'48"W
34.28'
N9°34'16"W
12.96'
N8°00'45"W
22.34'
N8°14'59"W
22.07'
N
CONTINUED ONSHEET NO. 17CONTINUED ONSHEET NO. 19SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CURB TIE AND LOCATION.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
BASELINE & CURB TIE PLAN NO. 2
01/2025
313943-01-001
AB/LM
LM
AS 18 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
RECORD BL
BUCK ISLAND VILLAGECONDOMINIUM DRIVEWAYSANDY POND PARKDRIVEWAYBUCK ISLAND ROAD
97+10.91
14.15 RT
96+46.33
15.26 RT
96+28.06
18.96 RT
96+09.39
28.49 RT
95+36.65
28.27 RT
95+31.37
22.51 RT
95+14.36
15.65 RT
95+09.36
15.61 RT
94+26.50
14.40 RT
95+40.54
38.00 LT
95+23.45
20.22 LT
95+09.20
14.19 LT
94+97.07
12.70 LT
94+52.10
12.70 LT
95+32.76
23.94 RT
96+08.78
28.87 RT
95+39.19
31.10 RT
C5
C6 C7
C8
C9
C10
C11
C12
96+35.05
14.50 LT 96+22.06
17.02 LT
96+13.41
22.03 LT
94+52.10
0.00
CURB CURVE TABLE
CURVE #
C5
C6
C7
C8
C9
C10
C11
C12
C34
RADIUS
35.00'
7000.00'
50.00'
124.57'
25.00'
6033.98'
50.00'
1872.70'
1860.00'
LENGTH
23.34'
64.60'
18.75'
21.70'
20.78'
87.67'
52.71'
396.23'
976.24'
TANGENT
12.12'
32.30'
9.49'
10.88'
11.03'
43.83'
29.10'
198.86'
499.64'
DELTA
38°12'53"
0°31'43"
21°29'02"
9°58'57"
47°37'05"
0°49'57"
60°24'06"
12°07'22"
30°04'20"
C34
5152PI +83.00
PI +10.37
PI +83.10
PI +04.26
50+0052+84.35
26
2728293031PI +30.49PI +20.47
PC +86.51
PC +21.43
PC +60.03
PT +48.40
PT +03.57PT +72.35
S79°07'06"E
82.32'S44°39'13"W58.99'S64°
2
7'
2
8"
W
48.1
1'
S
4
0
°
5
1
'
3
6
"
E
4
0
.
7
9
'
S7°31'52"E
22.87'
N
CONTINUED ONSHEET NO. 18CONTINUED ONSHEET NO. 20SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CURB TIE AND LOCATION.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
BASELINE & CURB TIE PLAN NO. 3
01/2025
313943-01-001
AB/LM
LM
AS 19 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
RECORD BL
BRIARWOODCONDOMINIUMDRIVEWAYBUCK ISLAND ROAD90+58.55
12.70 LT 90+08.33
13.35 LT 89+28.78
15.01 LT 89+16.10
18.82 LT
89+10.43
23.82 LT
89+09.88
24.50 LT
89+06.59
28.77 LT
88+25.76
28.03 LT
88+20.18
24.05 LT
88+13.50
19.34 LT
88+12.84
18.90 LT
87+99.98
14.93 LT
87+33.31
13.52 LT
86+75.40
12.37 LT
87+86.07
14.74 LT
C12
C13
C14
C15 C16
C17
C18
C34
L =9 7 6.2 4 'R =18 6 0.0 0 '
Δ =3 0 °0 4 '2 0 "19
20
2122
23
24
25
PI +19.65
PC +80.64
PC +15.27
PC +11.06
PC +79.67
PC +86.51
PT +19.04
PT +94.22
PT +67.53
PT +02.83
PCC +34.85
S8°24'44"E
21.12'
S7°10'15"E
20.96'
CURB CURVE TABLE
CURVE #
C12
C13
C14
C15
C16
C17
C18
C34
RADIUS
1872.70'
50000.00'
1502.00'
25.00'
25.00'
1000.00'
2000.00'
1860.00'
LENGTH
396.23'
50.58'
80.18'
22.03'
14.54'
53.18'
152.42'
976.24'
TANGENT
198.86'
25.29'
40.10'
11.79'
7.48'
26.60'
76.25'
499.64'
DELTA
12°07'22"
0°03'29"
3°03'31"
50°29'05"
33°19'51"
3°02'49"
4°21'59"
30°04'20"
N
CONTINUED ONSHEET NO. 19CONTINUED ONSHEET NO. 21SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CURB TIE AND LOCATION.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
BASELINE & CURB TIE PLAN NO. 4
01/2025
313943-01-001
AB/LM
LM
AS 20 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
HEADWATERS DRIVESAND DOLLAR LANEBUCK ISLAND ROAD
85+23.98
12.14 LT 84+29.72
14.07 LT 83+66.66
17.76 LT
83+50.56
24.26 LT
83+47.36
24.35 LT 83+38.50
20.70 LT 83+05.67
22.50 LT
82+48.04
22.50 LT
82+45.04
22.50 LT 82+34.15
22.50 LT
82+22.48
24.50 LT
82+13.14
29.50 LT
82+12.49
30.00 LT
81+64.84
33.69 LT
81+59.56
28.63 LT
81+54.07
24.89 LT 81+44.29
22.26 LT 81+04.30
22.01 LT
81+00.89
23.32 LT
80+98.39
23.31 LT
80+95.00
21.96 LT
81+13.58
27.39 LT
80+66.59
27.16 LT
80+61.72
29.14 LT 80+41.51
29.09 LT
80+36.69
26.78 LT
C18
C19
C20 C21 C22 C23
C24
C25 C26
C27 C28
84+75.86
0.00
CURB CURVE TABLE
CURVE #
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C34
RADIUS
2000.00'
1000.00'
30.00'
10.00'
300.00'
35.00'
42.14'
20.00'
18553.00'
18545.70'
18548.00'
1860.00'
LENGTH
152.42'
63.19'
17.60'
9.99'
32.89'
23.35'
13.98'
10.23'
40.00'
20.21'
112.77'
976.24'
TANGENT
76.25'
31.60'
9.06'
5.46'
16.46'
12.13'
7.05'
5.23'
20.00'
10.11'
56.39'
499.64'
DELTA
4°21'59"
3°37'13"
33°37'02"
57°15'55"
6°16'54"
38°13'04"
19°00'22"
29°18'18"
0°07'25"
0°03'45"
0°20'54"
30°04'20"
C34
S 70° 19' 20" W 775.86'
1314
1516
17
18
19
PI +
6
0
.
9
6
PI +08.08
PI +44.15PI +59.92
PI +08.40 PC +35.70PC +30.16
PC +56.29
PC +80.64
PT +30.35PT +55.70PT +63.42
PT +87.83
PT +19.04
S9°33'27"E
26.38'S5°52'21"E27.04'N
CONTINUED ONSHEET NO. 20CONTINUED ONSHEET NO. 22SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CURB TIE AND LOCATION.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
BASELINE & CURB TIE PLAN NO. 5
01/2025
313943-01-001
AB/LM
LM
AS 21 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
RECORD BL
BUCK ISLAND ROAD
79+23.92
26.96 LT
79+18.99
28.61 LT
78+88.83
28.78 LT
78+83.91
27.18 LT
77+89.64
28.05 LT
77+40.80
23.69 LT
77+14.05
32.99 LT
77+07.29
38.91 LT
PROJECT BEGIN
STA 77+07.29
N2703922.4485
E999233.8178
C28
C29
C30 C31 C32
C
3
3 HIGGINS CROWELL ROAD111213
PC +82.18
PC +17.39 PT +77.00
PT +12.18
P
C
C
+
1
2
.
4
4
PCC +35.47
10+00S5°52'21"E27.04'S5°03'23"E44.24'CURB CURVE TABLE
CURVE #
C28
C29
C30
C31
C32
C33
RADIUS
18548.00'
18553.00'
18546.37'
18548.00'
45.00'
70.00'
LENGTH
112.77'
354.21'
30.16'
94.27'
28.80'
9.00'
TANGENT
56.39'
177.11'
15.08'
47.14'
14.91'
4.50'
DELTA
0°20'54"
1°05'38"
0°05'35"
0°17'28"
36°40'11"
7°21'48"
S83°02
'
1
1
"
W
31.66'
S27°43'42"
W
34.55'N2°17'54"W
15.38'
S10°42'28"E
13.67'S51°01
'53
"E23.32
'
N
CONTINUED ONSHEET NO. 21SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 CURB TIE AND LOCATION.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
BASELINE & CURB TIE PLAN NO. 6
01/2025
313943-01-001
AB/LM
LM
AS 22 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
RECORD BL
BUCK ISLAND ROAD
TOWN BROOK ROADSEE INSET NO. 1
TOSBOS
PI +31.1737+62.21
21.37
21.42
21.46 TC
21.43 BC
21.17
20.80
21.12 20.75
20.65 TC/BC
20.75 TC/BC
20.16 BC
20.57 TC
20.70
20.97 BC
21.30 TC
PI +31.1737+62.21
N
CONTINUED ONSHEET NO. 24SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GRADE.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
0
SCALE: 1" = 40'
40 160100
DRAFT
NOT FOR CONSTRUCTION
GRADING PLAN NO. 1
01/2025
313943-01-001
AB/LM
LM
AS 23 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
INSET NO. 1
NOTES
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
2.ALL EXISTING UTILITIES WITHIN THE LIMITS OF PROPOSED WORK SHALL
BE ADJUSTED TO GRADE BY THE CONTRACTOR.
BUCK ISLAND ROAD
19.57
19.80
19.85
19.75 18.63
18.58
18.37
17.51
17.56
17.75
18.08
18.09 18.12
18.14
19.71 TC/BC
19.44 BC
18.28 BC
18.32 TC/BC
18.25 TC/BC
18.13 BC 17.61 BC
17.47 TC/BC
17.46 TC/BC
17.28 BC
17.65 BC
17.67 BC 17.69 BC
17.71 BC
19.77 TC
18.61 TC
18.62 TC 17.96 TC
17.78 TC
18.07 TC
18.09 TC 18.11 TC
18.13 TC
SEE INSET NO. 1 (SHEET 23)
19.75
19.80
19.70
18.53
18.58 17.70
17.51
18.10
18.0818.05
18.04TOSBOSTOSBOSTOSBOSBOS
TOS
323334353637PI +36.97PI +91.64
PI +90.77
PI +31.1737+62.21
18.90 BC
19.34
18.59 BC
18.95
18.15 BC
18.56
17.34 BC
17.88
16.93 BC
17.62
16.79 BC
17.42
17.00 BC
17.65
18.95 BC
19.37
17.50 TC 17.29 TC 17.43 TC 17.82 TC 18.65 TC 19.04 TC 19.37 TC
19.28 TC
19.32 17.60 17.37 17.58 17.83 18.51 18.91 19.30
N
CONTINUED ONSHEET NO. 23CONTINUED ONSHEET NO. 25SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GRADE.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GRADING PLAN NO. 2
01/2025
313943-01-001
AB/LM
LM
AS 24 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
NOTES
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
2.ALL EXISTING UTILITIES WITHIN THE LIMITS OF PROPOSED WORK SHALL
BE ADJUSTED TO GRADE BY THE CONTRACTOR.
BUCK ISLAND VILLAGECONDOMINIUM DRIVEWAYSANDY POND PARKDRIVEWAYBUCK ISLAND ROAD
21.00
20.95 20.86
20.91
20.81 TC/BC
20.90
20.95 23.95
23.35
24.49
22.51
21.99
21.94
21.81
21.78
21.78 TC21.76 TC
21.20
21.25
21.50 BC
22.14 TC/BC 22.34 BC 23.08 BC
21.75 BC
21.43 BC20.91 BC
20.67 BC 20.84 BC
20.54 BC
19.96 BC 22.53 BC
22.65
22.85
20.34
20.23
21.26
21.31
20.97
20.99
21.39
21.40
20.99 21.47
22.00
22.05
22.08 22.46
21.77 BC
21.04 TC
20.06 TC 20.92 TC 21.09 TC
20.98 TC
21.86 TC
22.59 TC 23.33 TC
22.61 TC
21.45 TC
22.80 22.89 23.30
23.90 24.44
22.85
22.94
TOS BOS
BOS TOS
TOS TOS
TOS BOS BOS
TOS
5152PI +83.00
PI +10.37
PI +83.10
PI +04.26
50+00
52+84.35
26
2728293031PI +30.49PI +20.47
PC +21.43
PC +60.03
PT +48.40PT +03.57
PT +72.35
24.97 BC
24.06
24.55 BC
24.19 BC
23.6823.32
23.77 BC20.04 BC
20.5220.13
19.71 BC19.31 BC
19.73
18.90 BC
19.34
22.00 TC/BC
20.76
20.39 BC
22.37
22.13 BC
19.37 TC
19.30
19.81 TC 20.21 TC 20.54 TC
20.63 TC
19.69 20.08 20.47
20.68 22.37 TC
24.00 TC 24.42 TC
24.78 TC
25.19 TC
N
CONTINUED ONSHEET NO. 24CONTINUED ONSHEET NO. 26SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GRADE.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GRADING PLAN NO. 3
01/2025
313943-01-001
AB/LM
LM
AS 25 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
NOTES
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
2.ALL EXISTING UTILITIES WITHIN THE LIMITS OF PROPOSED WORK SHALL
BE ADJUSTED TO GRADE BY THE CONTRACTOR.
BRIARWOODCONDOMINIUMDRIVEWAYBUCK ISLAND ROAD
24.89
25.02
25.06
26.48
26.93
26.98
27.75
27.79
27.70 BC
27.50 BC
26.91 BC
26.39 BC
28.68 BC
28.79 BC
28.90 BC
29.27 BC
29.66 BC
26.64 TC
27.16 TC
27.75 TC
27.70 TC
28.70 TC
29.04 TC 29.52 TC
29.91 TC
24.94
25.07
25.11
26.53 26.98
27.03
27.59
28.61
28.40
28.73 28.38
28.12
28.76
29.70 29.39
29.15 TC
28.33
28.07
28.71
29.65
29.34
TOS
BOS
TOS
BOS
TOS
BOS
TOS
BOS
BOS
19
20
2122
23
24
25
PI +19.65
PC +80.64
PC +15.27
PC +11.06
PC +79.67
PC +86.51
PT +19.04
PT +94.22PT +67.53
PT +02.83
PCC +34.85
29.54
30.11 BC
29.34
29.85 BC
29.48 BC
28.88
29.13 BC
28.48
27.41 BC
26.70
26.07
26.98 BC26.49 BC
25.44
25.70 BC
24.95
25.34 BC
24.79
25.57 TC
25.93 TC
26.73 TC 27.22 TC 27.65 TC
29.38 TC 29.72 TC
30.09 TC
30.35 TC
N
CONTINUED ONSHEET NO. 25CONTINUED ONSHEET NO. 27SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GRADE.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GRADING PLAN NO. 4
01/2025
313943-01-001
AB/LM
LM
AS 26 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
NOTES
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
2.ALL EXISTING UTILITIES WITHIN THE LIMITS OF PROPOSED WORK SHALL
BE ADJUSTED TO GRADE BY THE CONTRACTOR.
HEADWATERS DRIVESAND DOLLAR LANEBUCK ISLAND ROAD
29.70
29.39 30.13
29.50 28.57 28.50
28.08 27.14
26.98
26.97
26.55
26.56
26.61
27.04
29.34 30.08 29.45
28.52 28.45
28.03
27.98
26.56
26.95
30.44 BC 29.82 BC 28.79 BC
28.24 BC
28.31 BC
28.36 BC 27.93 BC
27.34 BC
27.31 BC
27.21 BC
27.09 BC
26.51 TC/BC
26.48 BC
26.42 BC 26.03 BC
26.00 BC 25.98 BC
26.02 BC
28.03
30.69 TC 30.07 TC 29.04 TC
28.21 TC
28.34 TC
28.61 TC 28.18 TC
27.59 TC
27.56 TC
27.46 TC
27.35 TC
26.90 TC
26.84 TC 26.45 TC
26.50 TC 26.48 TC
26.52 TC
26.97 TC
27.81 TC 27.33 TC
27.24 TC
26.25 BC
26.33 BC26.81 BC
26.70 BC
26.58 TC/BC
BOS
BOS TOS TOS1314
1516
17
18
19
PI +60.96
PI +08.08
PI +44.15
PI +59.92
PI +08.40
PC +35.70
PC +30.16
PC +56.29
PC +80.64 PT +30.35
PT +55.70
PT +63.42
PT +87.83
PT +19.04
25.97 BC
25.35 BC
26.67 BC
25.67 BC
26.51 BC
27.40 BC
28.3828.6028.31
??? BC
28.94
29.44
30.05 BC30.43 BC
30.03
30.36 BC
29.63
29.54
30.11 BC
27.67 TC
30.35 TC
30.61 TC 30.68 TC 30.30 TC
29.72 TC
27.65 TC 26.56 TC
25.92 TC
26.55 TC 26.76 TC
N
CONTINUED ONSHEET NO. 26CONTINUED ONSHEET NO. 28SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GRADE.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GRADING PLAN NO. 5
01/2025
313943-01-001
AB/LM
LM
AS 27 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
NOTES
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
2.ALL EXISTING UTILITIES WITHIN THE LIMITS OF PROPOSED WORK SHALL
BE ADJUSTED TO GRADE BY THE CONTRACTOR.
BUCK ISLAND ROAD
HIGGINS CROWELL ROAD23.51
23.44
22.74 BC 22.67 BC
23.41 TC 23.34 TC
25.47 TC
25.82 TC
25.79 TC
25.11 TC
23.97 TC/BC
24.90 BC
24.94 BC
25.15 BC
25.22 BC
GRADING BEYOND THIS
POINT SHALL BE DONE
BY MASSDOT
STANDARD DETAILS
MEET EXIST
TOS TOS 111213
PC +82.18PC +17.39
PC +35.70
PT +77.00
PT +12.18
PT +30.35
PCC +12.44
PCC +35.47
10+0023.65
22.99 BC23.40 BC
24.14 BC
23.83 BC
24.63 BC
25.03 BC
24.24 BC
25.52 BC
24.84 BC
25.97 BC
25.45 TC 24.95 TC 24.56 TC 24.06 TC 23.57 TC
26.76 TC 25.98 TC
24.78 TC 24.18 TC
25.35 BC
25.92 TC
N
CONTINUED ONSHEET NO. 27SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 GRADE.DWGPlotted on 29-Apr-2025 3:18 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
GRADING PLAN NO. 6
01/2025
313943-01-001
AB/LM
LM
AS 28 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
20
SCALE: 1" = 20'
0 50 100
NOTES
1.ALL EXISTING UTILITIES TO BE RETAINED, UNLESS OTHERWISE NOTED.
2.ALL EXISTING UTILITIES WITHIN THE LIMITS OF PROPOSED WORK SHALL
BE ADJUSTED TO GRADE BY THE CONTRACTOR.
BUCK ISLAND ROAD
TOWN BROOK ROAD1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
PI +31.1737+62.21
N
CONTINUED ONSHEET NO. 30SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 S&PM.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN & PAVEMENT MARKINGS PLAN NO. 1
01/2025
313943-01-001
AB/LM
TT
AS 29 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
NOTES:
1.REMOVE CONFLICTING PAVEMENT MARKINGS BY APPROPRIATE METHOD.
2.RETAIN EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS UNLESS SHOWN OTHERWISE.
3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS SHOWN OTHERWISE.
BUCK ISLAND ROAD 400' DBYL (BO)
10' CW10' CW
R&R SIGN
R&R SIGN
R&R SIGN
R&R SIGN
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
323334353637PI +36.97PI +91.64
PI +90.77
PI +31.1737+62.21
PROP W14-3
N
CONTINUED ONSHEET NO. 31SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 S&PM.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN & PAVEMENT MARKINGS PLAN NO. 2
01/2025
313943-01-001
AB/LM
TT
AS 30 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MACONTINUED ONSHEET NO. 29NOTES:
1.REMOVE CONFLICTING PAVEMENT MARKINGS BY APPROPRIATE METHOD.
2.RETAIN EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS UNLESS SHOWN OTHERWISE.
3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS SHOWN OTHERWISE.
BUCK ISLAND ROAD
10' CW
10' CWPROP RECTANGULAR
RAPID FLASHING BEACON
(SOLAR POWERED)
(SEE DETAIL)
PROP RECTANGULAR RAPID
FLASHING BEACON (SOLAR
POWERED)
(SEE DETAIL)
SANDY POND PARK
PROP W11-2
PROP W16-9P
BUCK ISLAND VILLAGECONDOMINIUM DRIVEWAYSANDY POND PARKDRIVEWAY105' DBYL (BO)400' DBYL (BO)
10' CW
R&R SIGN
PROP "SANDY POND PARK" SIGN
R&D EXIST "SANDY POND
PARK" SIGN
1968 COUNTY LA
Y
O
U
T
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
PROP W11-2
PROP W16-7PLPROP W11-2
PROP W16-7PR
PROP W11-2
PROP W16-7PL
PROP W11-2
PROP W16-7PR
5152
PI +83.00
PI +10.37
PI +83.10PI +04.26
50+0052+84.35
26
2728293031PI +30.49PI +20.47
PC +86.51
PC +21.43
PC +60.03
PT +48.40
PT +03.57PT +72.35
N
CONTINUED ONSHEET NO. 32SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 S&PM.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN & PAVEMENT MARKINGS PLAN NO. 3
01/2025
313943-01-001
AB/LM
TT
AS 31 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MACONTINUED ONSHEET NO. 30NOTES:
1.REMOVE CONFLICTING PAVEMENT MARKINGS BY APPROPRIATE METHOD.
2.RETAIN EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS UNLESS SHOWN OTHERWISE.
3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS SHOWN OTHERWISE.
BUCK ISLAND ROAD
10' CW
BRIARWOODCONDOMINIUMDRIVEWAY1968 COUNTY L
A
Y
O
U
T
1968 COU
N
T
Y
L
A
Y
O
U
T
RECORD BL
19
20
2122
23
24
25
PI +19.65
PC +80.64
PC +15.27
PC +11.06
PC +79.67
PC +86.51
PT +19.04
PT +94.22
PT +67.53
PT +02.83
PCC +34.85
N
CONTINUED ONSHEET NO. 31CONTINUED ONSHEET NO. 33SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 S&PM.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN & PAVEMENT MARKINGS PLAN NO. 4
01/2025
313943-01-001
AB/LM
TT
AS 32 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
NOTES:
1.REMOVE CONFLICTING PAVEMENT MARKINGS BY APPROPRIATE METHOD.
2.RETAIN EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS UNLESS SHOWN OTHERWISE.
3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS SHOWN OTHERWISE.
BUCK ISLAND ROAD
HEADWATERS DRIVESAND DOLLAR LANER&R W3-3
1968 COUNTY LAYOUT LINE
10' CW
R&R STREET NAME SIGN
PROP R2-1
R&D R2-1
R&R "ROUTE 6 EAST/WEST" SIGN
TO STA 79+53
1968 COUNTY LAYOUT
1968 COUNTY LAYOUT
RECORD BL
1314
1516
17
18
19
PI +60.96PI +08.08
PI +44.15PI +59.92
PI +08.40
PC +35.70
PC +30.16
PC +56.29
PC +80.64
PT +30.35
PT +55.70
PT +63.42
PT +87.83
PT +19.04
N
CONTINUED ONSHEET NO. 32SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 S&PM.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN & PAVEMENT MARKINGS PLAN NO. 5
01/2025
313943-01-001
AB/LM
TT
AS 33 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA CONTINUED ONSHEET NO. 34NOTES:
1.REMOVE CONFLICTING PAVEMENT MARKINGS BY APPROPRIATE METHOD.
2.RETAIN EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS UNLESS SHOWN OTHERWISE.
3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS SHOWN OTHERWISE.
BUCK ISLAND ROAD
HIGGINS CROWELL ROADR&R "ROUTE 6 EAST/WEST" SIGN
1968 COUNTY LAYOUT
RECORD BL
1968 COUNTY LAYOUT
111213
PC +82.18
PC +17.39
PC +35.70 PT +77.00PT +12.18
PT +30.35
PCC +12.44
PCC +35.47
1
0
+
0
0
N
CONTINUED ONSHEET NO. 33SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 S&PM.DWGPlotted on ---- ----REV #DATEREVISIONS
20
SCALE: 1" = 20'
0 50 100
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN & PAVEMENT MARKINGS PLAN NO. 6
01/2025
313943-01-001
AB/LM
TT
AS 34 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
NOTES:
1.REMOVE CONFLICTING PAVEMENT MARKINGS BY APPROPRIATE METHOD.
2.RETAIN EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS UNLESS SHOWN OTHERWISE.
3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS SHOWN OTHERWISE.
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SIGN SUMMARY.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TRAFFIC SIGN SUMMARY NO. 1
01/2025
313943-01-001
LM
LM
AS 35 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
TRAFFIC SIGN SUMMARY
ID
NUMBER
SIZE OF SIGN (IN)
TEXT
TEXT DIMENSIONS (IN)
NUMBER
OF SIGNS
REQUIRED
COLOR POST SIZE
AND
NUMBER
REQUIRED
UNIT
AREA
(SF)
AREA
(SF)
WIDTH HEIGHT LETTER
HEIGHT
VERTICAL
SPACING
ARROW
RTE MKR BACKGROUND LEGEND BORDER
R2-1 30 36 SEE 2009 MUTCD STANDARDS 1 SEE 2009 MUTCD STANDARDS P5-1
1-REQ 7.50 7.50
W11-2 36 36 SEE 2009 MUTCD STANDARDS 4 SEE 2009 MUTCD STANDARDS
4-MOUNT
ON RRFB
PEDESTAL
9.00 36.00
W14-3 48 36 SEE 2009 MUTCD STANDARDS 1 SEE 2009 MUTCD STANDARDS EX 12.00 12.00
W16-7PL 24 12 SEE 2009 MUTCD STANDARDS 1 SEE 2009 MUTCD STANDARDS
1-MOUNT
ON RRFB
PEDESTAL
2.00 2.00
W16-7PR 24 12 SEE 2009 MUTCD STANDARDS 1 SEE 2009 MUTCD STANDARDS
1-MOUNT
ON RRFB
PEDESTAL
2.00 2.00
W16-9P 24 12 SEE 2009 MUTCD STANDARDS 2 SEE 2009 MUTCD STANDARDS
2-MOUNT
ON RRFB
PEDESTAL
2.00 4.00
TOTAL =57.50
SPEED
LIMIT
35
NO
PASSING
ZONE
AHEAD
TEMPORARY NOTES
1.ALL TEMPORARY TRAFFIC CONTROL SET-UPS AND DEVICES AND THEIR
INSTALLATION, MAINTENANCE, AND REMOVAL SHALL CONFORM TO THE LATEST
EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) WITH
ALL REVISIONS AND THE MASSDOT STANDARD DETAILS AND DRAWINGS FOR THE
DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS.
2.ALL WARNING SIGNS SHALL HAVE AN ORANGE BACKGROUND WITH BLACK LEGEND
AND BORDER. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN
ACCORDANCE WITH THE MUTCD.
3.ALL EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH THE PROPOSED
TEMPORARY MARKINGS SHALL BE REMOVED.
4.TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES
SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK.
5.TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY
WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY
OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC OR AT
THE SUSPENSION OF WORK EACH DAY.
6.SIGNS AND SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING
DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET
FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY
PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR
ASSESSING SAFETY HARDWARE" (MASH).
7.THE FIRST TEN REFLECTORIZED DRUMS IN A LANE MERGE OR LANE TAPER SHALL
BE MOUNTED WITH SEQUENTIAL FLASHING TYPE A LIGHTS.
8.THIS TRAFFIC MANAGEMENT PLAN IS SUBJECT TO CHANGE BY THE ENGINEER.
9.MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL
IN FEET TO THE SPEED LIMIT IN MPH.
10.MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM
LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER.
11.ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.
12.SIGNS MOUNTED ON BARRICADES AND BARRICADE/SIGN COMBINATIONS SHALL BE
CRASHWORTHY. SIGN SUPPORTS SHALL BE CRASHWORTHY.
13.SIGNS MOUNTED ON TYPE III BARRICADES SHOULD NOT COVER MORE THAN 50
PERCENT OF THE TOP TWO RAILS OR 33 PERCENT OF THE TOTAL AREA OF THE
THREE RAILS.
14.ALL DIMENSIONS, ROADWAYS, AND OTHER TOPOGRAPHIC FEATURES SHOWN ON
PLANS ARE DERIVED FROM AVAILABLE BASEMAPPING INFORMATION. DIMENSIONAL
INFORMATION SHOWN IS NOT GUARANTEED; DESIGN-BUILDER TO CONFIRM.
15.SIGNS SHALL NOT BE MOVED FROM THE APPROVED LOCATION WITHOUT THE
ENGINEERS APPROVAL.
16.ALL SIGNS SHALL BE REMOVED OR COVERED WHEN THE TRAFFIC MANAGEMENT IS
NOT IN USE OR AT THE SUSPENSION OF WORK EACH DAY.
17.WORK SHALL NOT START UNTIL ALL TRAFFIC CONTROL DEVICES ARE IN PLACE IN
ACCORDANCE WITH THE APPROVED TMP.
18.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
LEGEND:
REFLECTORIZED DRUM
SIGN ON POST/STAND
VEHICLE FLOW DIRECTION ARROW
PEDESTRIAN CHANNELIZING DEVICE
PEDESTRIAN RAMP
ARROW/VMS BOARD
WORK ZONE
TYPE III BARRICADE
POLICE DETAIL
TRUCK MOUNTED ATTENUATOR
P
panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
panelStyle:regulatory.ssmpanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
LEGEND
DIRECTION OF TRAVEL
DOWNSTREAM TAPER: GUIDES
TRAFFIC BACK TO ITS
ORIGINAL TRAVEL PATH
TERMINATION AREA:
LETS TRAFFIC
RESUME NORMAL
OPERATIONS
ACTIVITY AREA:
WHERE WORK
TAKES PLACE
TRANSITION AREA:
MOVES TRAFFIC
OUT OF ITS
NORMAL PATH
ADVANCE WARNING
AREA: TELLS
TRAFFIC WHAT TO
EXPECT AHEAD
LONGITUDINAL
BUFFER SPACE
LONGITUDINAL BUFFER SPACE:
PROVIDES PROTECTION FOR TRAFFIC
AND WORKERS = STOPPING SIGHT
DISTANCE. NOTHING SHALL BE
PLACED/STORED IN BUFFER SPACE
SHOULDER TAPER: GUIDES
TRAFFIC AWAY FROM
SHOULDER/ BREAK-DOWN LANE
LATERAL BUFFER SPACE:
PROVIDES PROTECTION FOR
TRAFFIC AND WORKERS
TRAFFIC SPACE: ALLOWS
TRAFFIC TO PASS THROUGH
THE ACTIVITY AREA
WORK SPACE: SET ASIDE FOR
WORKERS, EQUIPMENT, AND
MATERIAL STORAGE
USE "G20-1" SIGN
AT PROJECT LIMIT
IF WORK OCCURS
OVER A DISTANCE
OF MORE THAN 2
MILESW20-SERIES
MA-R2-10a
MA-R2-10e
G20-1
B
OR
C
ROAD
WORK
XXX
ROAD WORK
NEXT XX MILES
panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
END ROAD
WORK
DOUBLE
FINES END
WORK ZONES
SPEEDING
FINES
DOUBLED
A
THE "A" DISTANCE CAN BE
MEASURED FROM THE START OF
THE TRAVEL LANE RESTRICTION
OR THE SHOULDER/BREAKDOWN
LANE RESTRICTION (IF
SHOULDER/BREAKDOWN LANE IS
ONLY LANE BEING CLOSED)
CHANNELIZING DEVICE
WORK AREA
SIGN
COMPONENT PARTS OF A TEMPORARY TRAFFIC CONTROL (TTC) ZONE
(FIGURE GEN-4)
NOT TO SCALE
MERGING
TAPER
LONGITUDINAL BUFFER
SPACE (OPT.)
SHIFTING
TAPER
SHIFTING
TAPER
4S ft IF S IS IN MPH
DOWNSTREAM
TAPER (OPT.)
LONGITUDINAL
BUFFER
SPACE (OPT.)
SHIFTING
TAPER
SHOULDER
TAPER
LONGITUDINAL BUFFER
SPACE (OPT.)
L/2
L/3
L
L/2
L/2
LATERAL BUFFER
SPACE (OPT.)
A or
B
C
LEGEND
DIRECTION OF TRAVEL
CHANNELIZING DEVICE
WORK AREA
SIGN
TYPES OF TAPERS AND BUFFER SPACES
(FIGURE GEN-5)
NOT TO SCALE
25
POSTED SPEED (MPH)LENGTH (FT)
155
30 200
35 250
40 305
SOURCE: TABLE 6C-2 2009 MUTCD
20 115
45 360
50 425
55 495
60 570
65 645
70 730
75 820
STOPPING SIGHT DISTANCE
AS A FUNCTION OF SPEED
FORMULAS FOR DETERMINING
TAPER LENGTHS
L = TAPER LENGTH IN FEET
W = WIDTH OF OFFSET IN FEET
S = POSTED SPEED LIMIT, OR OFF-PEAK
85TH-PERCENTILE SPEED PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN MPH
40 MPH OR LESS
SPEED LIMIT (S)TAPER LENGTH
L (FT)
45 MPH OR MORE
L=
L=
WS²
60
WS
WHERE:
SOURCE: TABLE 6C-4 2009 MUTCD
THESE VALUES MAY BE USED TO DETERMINE THE
LENGTH OF LONGITUDINAL BUFFER SPACES.
THE DISTANCES IN THE ABOVE CHART REPRESENT THE
MINIMAL VALUES FOR BUFFER SPACING.
TAPER LENGTH CRITERIA FOR
TEMPORARY TRAFFIC CONTROL ZONES
MERGING TAPER
TYPE OF TAPER TAPER LENGTH
AT LEAST L
SHIFTING TAPER AT LEAST 0.5 L
SHOULDER TAPER
ONE-LANE, TWO-WAY TRAFFIC TAPER 50 FEET MINIMUM, 100 FEET MAXIMUM
AT LEAST 0.33 L
DOWNSTREAM TAPER 50 FEET MINIMUM, 100 FEET MAXIMUM
NOTE: USE TABLE 6C-4 SHOWN BELOW TO CALCULATE L
SOURCE: TABLE 6C-3 2009 MUTCD
SUGGESTED ADVANCE WARNING SIGN MINIMUM SPACING
ROAD TYPE
LOCAL OR LOW VOLUME
ROADWAY
MOST OTHER ROADWAYS
EXPRESSWAY/FREEWAY
DISTANCE BETWEEN SIGNS
A B C
350 FEET 350 FEET 350 FEET
500 FEET
1,000 FEET 1,500 FEET 2,640 FEET
BASED ON: TABLE 6C-1 MUTCD LATEST EDITION
500 FEET 500 FEET
ROAD TYPE TO BE DETERMINED BY MASSDOT OFFICE OF TRANSPORTATION PLANNING.
DISTANCES ARE SHOWN IN FEET. THE COLUMN HEADINGS A, B, AND C ARE THE DIMENSIONS SHOWN IN THE DETAIL/ TYPICAL SETUP FIGURES.
THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE
DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE
"THIRD" SIGN IS THE FIRST ONE TYPICALLY ENCOUNTERED BY A DRIVER APPROACHING A TEMPORARY TRAFFIC CONTROL (TTC) ZONE.)
THE "THIRD" SIGN ABOVE IS TYPICALLY REFERRED TO AS AN "ADVANCE WARNING" SIGN ON THE TTCP SETUPS. THESE ADVANCE WARNING
SIGNS ARE LOCATED PRIOR TO THE PROJECT LIMITS ON ALL APPROACHES (i.e. THE W20-1 SERIES (ROAD WORK XX FT) SIGNS), AND USUALLY
REMAIN FOR THE DURATION OF THE PROJECT. ADDITIONAL SIGNS (i.e. "RIGHT LANE CLOSED 1 MILE" AND "LEFT LANE CLOSED 1 MILE") HAVE
BEEN SHOWN IN SOME FIGURES AS EXAMPLES OF REINFORCEMENT SIGN PLACEMENT BUT ARE USED IN RARE OCCASIONS.
THE FIRST AND SECOND WARNING SIGNS ABOVE ARE REFERRED TO AS THE OPERATIONAL (DAY-TO-DAY) WORK ZONE SIGNS AND MAY BE
MOVED DEPENDING ON WHERE THE SPECIFIC ROADWAY WORK FOR THAT DAY IS LOCATED.
MA-R2-10a SIGNS SHALL BE PLACED BETWEEN THE SECOND AND THIRD SIGNS AS DESCRIBED ABOVE.
MA-R2-10a, MA-R2-10e, AND W20-1 SERIES SIGNS ARE TO BE INCLUDED ON ALL DETAILS/TYPICAL SETUPS.
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TMP.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TEMPORARY TRAFFIC CONTROL PLAN NO. 1
01/2025
313943-01-001
LM
LM
AS 36 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
MESSAGE MODE
VARIES (4.5' MINIMUM)VARIES(3' MINIMUM)VARIABLE MESSAGE SIGN (VMS) BOARD
NOT TO SCALE
8 CHARACTERS PER LINE
X 3 LINES
ARROW MODE CAUTION MODE
FLASHING ARROW BOARD
NOT TO SCALE
TRAVEL LANE
SHOULDER
1 FT MIN. ABOVE
TRAVELED WAY
WORK
ROAD
SIGN MOUNTING
(HIGHWAY SHOULDER)
NOT TO SCALE
AHEADAHEAD
WORK
ROAD
EDGE OF ROADWAY
6' TO 12'SEE NOTE #1NOTES:
1.MINIMUM MOUNTING HEIGHT OF SIGN SHALL
BE 7' FOR SIGNS LOCATED WITHIN SIDEWALK
AREA AND 5' IF NO SIDEWALK EXISTS.
SIGN MOUNTING
(WITHOUT CURB)
NOT TO SCALE
AHEAD
2'-8"4'-0"12"1'-8"1'-8"5'-0"4'-10"
PROFILE
FRONT
BASE
PVC PIPE
ORANGE/WHITE
REFLECTORIZED
PANELS
NOTE:
TYPE III BARRICADES SHALL MEET MUTCD
REQUIREMENTS (CURRENT EDITION)
TYPE III BARRICADE
NOT TO SCALE
36"
MIN
18" MIN
4" - 6"
REFLECTORIZED DRUM
NOT TO SCALE
NOTE:
REFLECTORIZED DRUMS SHALL MEET MUTCD
REQUIREMENTS (CURRENT EDITION)
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TMP.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TEMPORARY TRAFFIC CONTROL PLAN NO. 2
01/2025
313943-01-001
LM
LM
AS 37 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
12*
1
1
4
24" (MIN.)
REFLECTORIZED
DRUM
LIMIT OF EXCAVATION
TEMPORARY BIT.
CONC. PAVEMENT
GRAVEL BORROW/SUBBASE
EXIST.
PAVEMENT
TRAVEL WAY
WORK AREA
DIRECTION OF TRAFFIC
W8-3
OR
W8-8
OR
W8-1
* - INCREASE SLOPE RATIO
FOR HIGHER SPEEDS
C
Depth≥4"
LATERAL DROP-OFF DETAIL
NOT TO SCALE
LONGITUDINAL DROP-OFF DETAIL
NOT TO SCALE
* - INCREASE SLOPE RATIO
FOR HIGHER SPEEDS
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TMP.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TEMPORARY TRAFFIC CONTROL PLAN NO. 3
01/2025
313943-01-001
LM
LM
AS 38 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
2-4 IN. WIDE EDGE MARKING
NON-SLIP PROTECTION (TYP)
GRANITE CURB
6" REVEAL (TYP)
LATERAL EDGE TREATMENT
CLEAR SPACE
LATERAL EDGE TREATMENT
JOINT/GAP TREATMENT 48x48 IN. MIN.
LANDING AREA
PROTECTIVE EDGING
2 IN. MIN. HEIGHT
DETECTABLE EDGING
6 IN. MIN. HEIGHT
1 IN.
12 IN. MIN.
GRANITE CURB
6" REVEAL (TYP)
JOINT/GAP TREATMENT
LATERAL EDGE TREATMENT
LATERAL EDGE TREATMENT
NON-SLIP PROTECTION (TYP)
2-4 IN. WIDE EDGE MARKING
2-4 IN. WIDE EDGE MARKING
1 IN.3 IN. MIN.
NON-SLIP PROTECTION (TYP)
LATERAL EDGE TREATMENT
1 IN.
12 IN.
M
I
N
.
PROTECTIVE EDGING
2 IN. MIN. HEIGHT
12 IN.
M
I
N
.
1 IN.
*
2.0
%
S
L
O
P
E
MA
X
2 IN. MIN.
PROTECTIVE EDGE
SIDE APRON
1.CURB RAMPS SHALL BE 60 IN. MINIMUM WIDTH WITH A FIRM, STABLE
AND NON-SLIP SURFACE.
2.PROTECTIVE EDGING WITH A 2 IN. MINIMUM HEIGHT SHALL BE
INSTALLED WHEN THE CURB RAMP OR LANDING PLATFORM HAS A
VERTICAL DROP OF 6 IN. OR GREATER OR HAS A SIDE APRON SLOP
STEEPER THAN 1:3 (33%). PROTECTIVE EDGING SHOULD BE
CONSIDERED WHEN THE CURB RAMPS OR LANDING PLATFORMS
HAVE A VERTICAL DROP OF 3 IN. OR MORE.
3.DETECTABLE EDGING WITH 6 IN. MINIMUM HEIGHT AND
CONTRASTING COLOR SHALL BE INSTALLED ON ALL CURB RAMP
LANDINGS WHERE THE WALKWAY CHANGES DIRECTION (TURNS).
4.CURB RAMPS AND LANDINGS SHOULD HAVE A 1:50 (2%) MAX
CROSS-SLOPE.
5.CLEAR SPACE OF 48x48 IN. MINIMUM SHALL BE PROVIDED ABOVE
AND BELOW THE CURB RAMP.
6.THE CURB RAMP WALKWAY EDGE SHALL BE MARKED WITH A
CONTRASTING COLOR 2 TO 4 IN. WIDE MARKING. THE MARKING IS
OPTIONAL WHERE COLOR CONTRASTING EDGING IS USED.
7.WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE MINIMAL
RESTRICTION.
8.LATERAL JOINTS OR GAPS BETWEEN SURFACES SHALL BE LESS
THAN 0.5 IN. WIDTH.
9.CHANGES BETWEEN SURFACE HEIGHTS SHOULD NOT EXCEED 0.5
IN. LATERAL EDGES SHOULD BE VERTICAL UP TO 0.25 IN. HIGH, AND
BEVELED AT 1:2 BETWEEN 0.25 IN. AND 0.5 IN. HEIGHT.
NOTES:
EXISTING SURFACE
PORTABLE WALKWAY
TEMPORARY CURB RAMP
48" MIN LANDING AREA
3:1 MAX SLOPE INTO GUTTER
WITHOUT EDGE PROTECTION OR DETECTABLE EDGE
DETECTABLE EDGE 48" MIN LANDING AREA
GROUND SURFACE
CURB EXISTING SIDEWALK
TURNING AREA
GROUND SURFACE
CURB
TEMPORARY PEDESTRIAN FACILITY
LANDING CURB RAMP PORTABLE
WALKWAY
DETECTABLE EDGING
DETECTABLE WARNING PANEL
WORK ZONE AREA (CLOSED)
TURNING
AREA
EXISTING SIDEWALK
AREA
6" MAX
48" MIN
48" MIN
OR TEMPORARY PEDESTRIAN FACILITY
HIGH
CONTRAST
MARKING ON
ALL
NON-SMOOTH
TRANSITION
JOINTS (TYP)
72" MAX
36" MIN.60"
RAMP
·When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, temporary facilities shall be
provided and they shall be detectable and include accessibility features consistent with the features present in the
existing pedestrian facility.
·A pedestrian channelizing device that is detectable by a person with a visual disability traveling with the aid of a long
cane shall be placed across the full width of the closed sidewalk.
·When used, temporary ramps shall comply with Americans with Disabilities Act (see Figures Ped-1 & Ped-2).
·The alternate pathway should have a smooth continuous hard surface for the entire length of the temporary pedestrian
facility.
·The protective requirements of a TTC situation have priority in determining the need for temporary traffic barriers and
their use in this situation should be based on engineering judgment.
·Audible information devices should be considered where midblock closings and changed crosswalk areas cause
inadequate communication to be provided to pedestrians who have visual disabilities.
AUDIBLE DEVICES
For long term sidewalk closures (at a minimum overnight) a form of speech messaging for pedestrians with visual
disabilities shall be provided. Audible information devices such as detectable barriers or barricades and other passive
pedestrian activation (motion activated) devices should be considered for these cases. These audible devices can be
mountable or stand alone.
HAND-TRAILING EDGE
DETECTION PLATE
HAND-TRAILING EDGE
2" GAP MIN.*
2" GAP MAX.**
32" MIN.
8" MIN. HEIGHT
NOTES:
THERE SHALL BE A 2 INCH GAP BETWEEN THE
HAND-TRAILING EDGE AND ITS SUPPORT.
A MAXIMUM 2 INCH GAP BETWEEN THE BOTTOM
OF THE BOTTOM RAIL AND THE SURFACE MAY BE
USED TO PROVIDE DRAINAGE.
**
*
CROSS SECTION VIEW
TEMPORARY CURB RAMP - PARALLEL TO CURB
TEMPORARY CURB RAMP - PERPENDICULAR TO CURB
TEMPORARY CURB RAMP - TYPE 2
PEDESTRIAN CHANNELIZING DEVICE
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 TMP.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
TEMPORARY TRAFFIC CONTROL PLAN NO. 4
01/2025
313943-01-001
LM
LM
AS 39 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
B
W5-1W21-5a
RIGHT
SHOULDER
CLOSED
ROAD
NARROWS
AWORK ZONE
100 FT
(30m) BUFFER L/3
100 FT
(30m)
panelStyle:regulatory.ssipanelName:R4-7panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:18x24,STD.:24x30,EXP.:36x48,FWY.:48x60constructPanelMode:0constructPanels:36|24|18
W5-1
ROAD
NARROWS
W30-8R
SQUEEZE
RIGHT
BA
4S
(0.8S)BUFFERWORK ZONEBUFFERL/2
B A 4S
(0.8S)
R4-7
R4-7
50 FT
(15m)
L/2
W30-8R
SQUEEZE
RIGHT
W5-1
ROAD
NARROWS
B A
WORK
ZONE BUFFER A BL/2DOWNSTREAM
TAPER
100 FT (30m) MAX
W5-1
ROAD
NARROWS
W1-4R
W5-1
ROAD
NARROWS
W1-4R
W1-4L
L/2
W1-4L
BUFFER
L/3
R9-9
R9-11aR
R9-11aL
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK
CLOSED
TWO LANE ROAD
SHOULDER CLOSED
NOT TO SCALE
TWO LANE ROAD SHOULDER
AND TRAVEL LANE CLOSED
NOT TO SCALE
TWO LANE ROAD
CENTER OF ROAD CLOSURE
NOT TO SCALE
SIDEWALK CLOSED
WITHOUT DETOUR
NOT TO SCALE
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 DETAILS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION DETAILS NO. 1
01/2025
313943-01-001
LM
LM
AS 40 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
0.65" MIN.
50% TO 60% OF
BASE DIAMETER
0.9" - 1.4"
A
0.2"
6" CEM. CONC.
SECTION A-A
DETAIL OF DETECTABLE WARNING PANEL
1.6" - 2.4"
0.65" MIN.
1.6" - 2.4"
NOTES:
1.PANELS MAY BE CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE
MATERIAL PERMANENTLY APPLIED TO THE RAMP.
2.DETECTABLE WARNING PANELS SHALL BE FEDERAL YELLOW COLOR TO ADJACENT
SIDEWALKS.
A
DETECTABLE WARNING PANEL
NOT TO SCALE
NOTES:
1.CROSSWALK AND ADA COMPLIANT RAMPS NOT SHOWN. SEE PLANS
FOR LOCATIONS.
2.REFER TO SPECIAL PROVISIONS FOR SIGN DIMENSIONS.
3.ACCESS TO ALL PEDESTRIAN ACTUATED CONTROLS SHALL BE
ADA/AAB COMPLIANT.
4.*0.5% CONSTRUCTION TOLERANCE FOR CROSS SLOPE.
5.FLASH PERIOD TO BE TIMED PER GUIDANCE FOR PEDESTRIAN
CLEARANCE INTERVAL IN SECTION 4E.06 OF THE MUTCD, BASED ON 3
FT/SEC WALKING SPEED.
6.PUSHBUTTON SHALL MEET MUTCD & PROWAG REQUIREMENTS.
7.CONTRACTOR SHALL CONDUCT SOLAR STUDY PRIOR TO
INSTALLATION OF SOLAR POWERED RRFB.6'-8" MINSOLAR PANEL ORIENTED FOR
OPTIMAL SUNLIGHT CAPTURE
W11-2 SIGN (36'' X 36'')
(FACING EACH DIRECTION OF TRAFFIC)
DUAL RECTANGULAR YELLOW LED
BEACONS IN NEMA ENCLOSURE
(FACING EACH DIRECTION OF TRAFFIC)
(SEE DETAIL A)
TRAFFIC SIGNAL POST &
PEDESTAL
R10-25 SIGN
APS PUSHBUTTON (FEDERAL
YELLOW) WITH PILOT LIGHT
NEMA ENCLOSURE FOR CONTROLLER
(SIZE MAY VARY)
W16-7P SIGN (W16-7PR AND W16-7PL
FACING EACH DIRECTION OF TRAFFIC)
1'-8"
1" (MAX) x 45° CHAMFER (TYP)
10" MAX
7"
(MIN)
2"
(MIN)
CEM CONC FOUNDATION
ADA COMPLIANT SURFACE
CURB 4'DETAIL A: DUAL YELLOW BEACON
PILOT LIGHT
(IF REQUIRED)
5"
(MIN)3'-6"RECTANGULAR RAPID FLASHING BEACON (RRFB)
(SOLAR POWERED)
NOT TO SCALE
5"
(MIN)
2' MIN TO
FACE OF CURB
< 6' (RECOMMENDED)
<10' (MAX) TO FACE
OF CURB
A
A 1.5%
*
LEVEL LANDING 1.5%
CROSS SLOPE FOR
DRAINAGE
GRAN CURB
6" REVEAL
LIMIT OF CEMENT CONCRETE RAMP
7.5%*
2'
6'-6" (MIN)
TRANSITION
DETECTABLE WARNING
PANEL
(FEDERAL YELLOW
COLOR)4' (MIN)CURB RAMP TYPE I
NOT TO SCALE
LEVEL LANDING
1.5% CROSS SLOPE
FOR DRAINAGE
4' (MIN)RO
A
D
W
A
Y
SECTION A-A
* TOLERANCE FOR CONSTRUCTION = ±0.5%
VARIES
1.5%
LANDING
7.5% MAX**
RAMP LENGTH
4" CEM CONC
8" GRAVEL BORROW
(TYPE B)
LEVEL
1.5%*
4' (MIN)
LANDING
LEVEL
VARIES
ROADWAY
GRAN CURB
SECTION A-A
* TOLERANCE FOR CONSTRUCTION = ±0.5%
5' (MIN)VARIES
HIGH SIDE TRANSITION
LIMIT OF CEM CONC RAMP
6'-6"
LOW SIDE TRANSITION5'1.5%*2'A
LEVEL LANDING
1.5% CROSS SLOPE
FOR DRAINAGE
DETECTABLE WARNING PANEL
4' (MIN)
1.5%
LANDING
ROADWAY
7.5% MAX**
RAMP LENGTH
4" CEM CONC
8" GRAVEL BORROW
(TYPE B)
LEVEL
A
TREATMENT VARIES
(SEE PLANS)
TREATMENT VARIES
(SEE PLANS)
GRAN CURB
EDGE OF
ROADWAY
6" REVEALSIDEWALK1.5%*VARIES
7.5%*7.5%*CEM CONCRETE
7.5%*
CURB RAMP TYPE II
NOT TO SCALE 4' (MIN)VARIESSIDEWALK1.5%*1.5%*HOT MIX ASPHALT BERM TYPE A
MASSDOT STANDARD E 106.1.0
NOT TO SCALE
SHOULDER
BINDER
BASE
TOP COURSE 1 1/4" TO 1 1/2"
SLOPE OF SHOULDER
SUBBASE
12"12" MINIMUM
(SEE NOTE 2)
SURFA
C
E
T
R
E
A
T
M
E
N
T
(VARIE
S
)
LEVEL
SLOPE
V
A
R
I
E
S
(SEE N
O
T
E
3
)
12 MAX SLOPE
1
75°
TYPE "A" BERM
NOTE: FOR MODIFIED BERM THE SLOPE REMAINS CONSTANT AT 1 (V) TO 12 (H)
1.THIS DIMENSION VARIES WITH THE THICKNESS OF THE TOP COURSE AND
SLOPE OF BINDER
2.SEE E 401.1.1 FOR TYPICAL SECTION AT GUARDRAIL LOCATIONS
3.SEE TYPICAL SECTIONS FOR PROJECT
VARIES
(SEE NOTE 1)
24" VERTICAL GRANITE CURB (TYPE VB) AT BACK OF SIDEWALK
NOT TO SCALE
6"
UNDISTURBED SUBGRADE
OR COMPACTED SUITABLE
BACKFILL
COMPACT GRAVEL
BORROW
18"
8"
8'' COMPACTED GRAVEL
BORROW (TYPE b)
24"
GRAVEL BACKFILL
VGC TYPE VB (18'' REVEAL
MAX, SEE PLANS)
5"
TREATMENT VARIES
(SEE PLAN)
MEET EXIST
1.5% MAX
TREATMENT VARIES (SEE PLANS)SAWCUTTREATMENT VARIES
(SEE PLANS)
COMPACTED
SUBGRADE
8" COMPACTED GRAVEL
BORROW (TYPE b)
18"
12"
VGC TYPE VB
(6" REVEAL TYP, SEE PLANS)
SEE TYPICAL
SECTIONS FOR
PAVEMENT NOTES
VERTICAL GRANITE CURB (TYPE VB) SETTING
NOT TO SCALE
8"
CEMENT CONCRETE
6"
CEMENT CONCRETE
6"
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 DETAILS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION
CONSTRUCTION DETAILS NO. 2
01/2025
313943-01-001
LM
LM
AS 41 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
TEMPORARY SEDIMENT CONTROL BARRIER
NOT TO SCALE
PLACE TUBE ALONG CONTOURS AND PERPENDICULAR
TO FLOW.
PLACE AS CLOSE TO LIMIT OF SOIL DISTURBANCE AS
POSSIBLE
ADJUST LOCATION AS REQUIRED FOR OPTIMUM
EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.
PLACE STAKES AS NEEDED TO SECURE TUBES IN PLACE.
CURVE ENDS
UPHILL
EXISTING
TREE
MIN. 3 FT OVERLAP
FOR CONTINUOUS
BARRIER.
HARDWOOD STAKES
PLACED OUTSIDE OF
TUBES OR PER
MANUFACTURERS'
INSTRUCTION
PROTECTED ZONE
PLAN VIEW
FLOW
AREA OF SOIL
DISTURBANCE
PROTECTED ZONE
FLOW
12" DIA.
INSTALLED
36"
WOVEN
POLYPROPYLENE
FIBER FABRIC
1" x 1" x 4'
HARDWOOD STAKE
8" MIN TAIL SHALL BE TRENCHED
SECTION
NOTES:
1.MANUFACTURER AND PRODUCT TO BE APPROVED BY ENGINEER.
TEMPORARY INLET PROTECTION
NOT TO SCALE
SIDE VIEW INSTALLED
NOTE:
1.INLET PROTECTION TO HAVE LIFTING STRAPS AND CURB DEFLECTOR.
2.INLET SHALL HAVE A RESTRAINT CORD APPROXIMATELY HALFWAY UP
THE DEPTH OF THE SACK.
1" REBAR FOR BAG
REMOVAL FROM INLET
(CONTRACTOR TO PROVIDE REBAR)
OVERFLOW
APPROVED SEDIMENT TRAP
DUMP LOOPS
(CONTRACTOR TO PROVIDE REBAR)
CURB OPENING
EXPANSION
RESTRAINT
CURB
DEFLECTOR
WIDT
H
=
2'
DE
P
T
H
=
1
8
"
LE
N
G
T
H
=
3
'
2" x 4" DIM. LUMBER ATTACHED
WITH METAL STRAPPING (OPT)
AT TWO LOCATIONS (MIN.). DO
NOT DAMAGE BARK. PROVIDE
6" SPACING OF BOARDS AND
CUT TO FIT.
EXIST TREE
(MULTIPLE TREES)
EXIST TREE
LIMIT OF PROTECTIVE
FENCE (INDIVUDAL TREES)
LIMIT OF PROTECTIVE FENCE
(MULTIPLE TREES)
WOOD OR METAL
POSTS (TYP)
ZONE OF CONSTRUCTION
IMPACT (CUT/FILL)
PRUNE ANY ROOTS
EXPOSED AND/OR
DAMAGED BY EXCAVATION
WITH A SHARP SAW
EXIST ROOT SYSTEM6' MIN
EXIST GRADE
LIMIT OF DRIPLINE
LIMIT OF
CONSTRUCTION
IMPACT
PROTECTED ROOT ZONE
(DISTANCE VARIES)
NO EQUIP STORAGE OR
STOCKPILING OF MATERIALS
PRUNE PER ISA STANDARDS
REMOVE DEAD WOOD & DAMAGED
BRANCHES TIE UP BRANCHES IF
RISK OF DAMAGE FROM
CONSTRUCTION EQUIPMENT
INSTALL PROTECTIVE FENCE AT
DRIPLINE (WHEN POSSIBLE), OR
LIMIT OF CUT/FILL. MINIMUM
DISTANCE FOR FENCE SHALL BE 6
FT FROM TREE. FENCE MAY BE
PLASTIC SNOW FENCE OR CHAIN
LINK (4' HEIGHT)
NOTE:
1.TREE PRUNING WORK SHALL BE COMPLETED BY A CERTIFIED
ARBORIST.
EXISTING TREE PROTECTION
SECTION VIEW
NOT TO SCALE
CONSTRUCTION
IMPACT AREA
LIMIT OF
CONSTRUCTION AREA
LOCATION OF FENCE
FOR MULTIPLE TREES
WOOD OR METAL
POSTS (TYP)
EXIST TREE
AREA OF UNDISTURBED ROOT
ZONE (MULTIPLE TREES)
EXIST TREE
LOCATION OF FENCE
FOR INDIVIDUAL TREE
AREA OF UNDISTURBED
ROOT ZONE
(INDIVIDUAL TREE)
FENCE PROTECTION
LIMIT OF CANOPY
(VARIES)
EXISTING TREE PROTECTION
PLAN VIEW
NOT TO SCALE
2'' WIDE WHITE
MARKING (TYP)
NOTE:
1.CROSSWALK LINE SHOULD BE BETWEEN ONE AND
THREE FEET FROM THE CURB.
4'
CROSSWALK PAVEMENT MARKINGS
NOT TO SCALE10' TYP.(SEE PLANS)
77+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
78+00
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
78+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
79+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
79+50
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
80+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
80+50
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
81+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
STA: 80+78
ELEV: 24.75
STA: 80+58
ELEV: 26.13
STA: 80+78
ELEV: 24.75
STA: 80+58
ELEV: 26.13
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
0
0
8 16
8 8 16
8
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMCROSS SECTION NO. 1
01/2025
313943-01-001
AAA
BBB
CCC 42 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
81+50
20
24
28
32
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
82+50
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
83+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
83+50
24
28
32
36
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
84+00
24
28
32
36
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
84+50
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
85+00
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
85+50
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
STA: 81+53
ELEV: 24.26
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
0
0
8 16
8 8 16
8
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMCROSS SECTION NO. 2
01/2025
313943-01-001
AAA
BBB
CCC 43 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
86+00
24
28
32
36
40
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
86+50
24
28
32
36
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
87+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
87+50
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
88+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
89+50
20
24
28
32
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
90+00
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
90+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
0
0
8 16
8 8 16
8
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMCROSS SECTION NO. 3
01/2025
313943-01-001
AAA
BBB
CCC 44 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
91+00
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
91+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
92+00
20
24
28
32
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
92+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
93+00
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
93+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
94+00
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
94+50
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40-44
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
0
0
8 16
8 8 16
8
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMCROSS SECTION NO. 4
01/2025
313943-01-001
AAA
BBB
CCC 45 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
95+00
16
20
24
28
32
16
20
24
28
32
0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40-44
96+50
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40-44
97+00
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
97+50
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
98+00
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
98+50
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
99+00
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
99+50
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
0
0
8 16
8 8 16
8
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMCROSS SECTION NO. 5
01/2025
313943-01-001
AAA
BBB
CCC 46 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA
100+00
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
100+50
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
101+00
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
101+50
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
102+00
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
103+00
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
103+50
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
104+50
16
20
24
28
16
20
24
28
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
0
0
8 16
8 8 16
8
SHEET #
TOTAL
SHEETSDESIGNER:
DRAFTER:
REVIEWER:
PROJECT #:
DATE:
350 MYLES STANDISH BLVD
SUITE 103
TAUNTON, MA
TELE: (508) 823 - 2245
120 WATER ST
4TH FLOOR
BOSTON, MA 02109
TELE: (617) 556 - 0020
FAX: (617) 556 - 0025
94 NORTH ELM STREET
SUITE 210
WESTFIELD, MA
TELE: (413) 875 - 8855
24 ALBION RD
SUITE 310
LINCOLN, RI 02865
TELE: (401) 648 - 7200 V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMREV #DATEREVISIONS
DRAFT
NOT FOR CONSTRUCTION V:\313943 - YARMOUTH MA\313943-01-001 (ENG) - BUCK ISLAND RD\ENGINEERING\CAD\DWG\PLOT\DESIGN PLANS\313943-01-001 SECTIONS.DWGPlotted on 29-Apr-2025 3:19 PMCROSS SECTION NO. 6
01/2025
313943-01-001
AAA
BBB
CCC 47 47SIDEWALK IMPROVEMENTS
BUCK ISLAND ROAD
YARMOUTH, MA