HomeMy WebLinkAboutPlan set 12.1.2022LOCATION MAP1" = 250' - 0"TOWN OF YARMOUTH, MASSACHUSETTSYARMOUTH RIVERWALK PARKNOTICE OF INTENT -RIVERWALK PARK AND EVENT SPACEDECEMBER 1, 2022ProjectLocationPLAN INDEXDESCRIPTIONSHEET NO.G.1G.2G.3C.1.1C.1.2C.1.3 - C.1.4C.2.1 - C.2.2C.3.1 - C.3.2C.3.3C.3.4C4.3 - C4.4C.5.1 - C.5.2C.5.3 - C.5.4C.6.1 - C.6.2C.6.3 - C.6.5U.1.1P.0.1 - P.1.0H.0.1E.0.1 - E.2.2C.7.1 - C.7.6UD.1 - UD.3L1.1 - L1.2L1.3 - L1.13L.2.1ROUTE 28PREPARED BY:ISSUE DATE: 12.01.22PROJECT LOCATIONCOVERGENERAL NOTESLEGEND AND ABBREVIATIONSOVERALL PROJECT AERIALOVERALL PROJECT PLANEXISTING CONDITIONS - 1 - 2SITE PREPARATION PLAN - 1 - 2RIVERFRONT AREA IMPACT PLAN - 1 - 2SALT MARSH AREA IMPACT PLANLSCSF IMPACT PLANSITE SECTIONS - 1 - 2MATERIALS AND LAYOUT PLAN - 1 - 2ENLARGEMENTS - 1 - 2GRADING & DRAINAGE - 1 - 2GRADING & DRAINAGE ENLARGEMENT PLAN 1 - 3SITE UTILITY PLANPLUMBING DRAWINGSHVAC DRAWINGSELECTRICAL DETAILSC.7.1 - SITE DETAILS - 1 - 6DRAINAGE DETAILS - 1 - 3PLANTING PLAN OVERALL - 1 - 2PLANTING DETAIL AREA 1-10PLANTING DETAILS - 1PARKERS RIVERTOWN OF YARMOUTH1146 ROUTE 28SOUTH YARMOUTH, MA 02664TOWN ADMINISTRATORROBERT L. WHRITENOUR, JR.CRITICAL ELEVATIONS HIGH TIDE LINE (HTL) (MHHW) = ELEV. 2.91 MEAN HIGH WATER (MHW) = ELEV. 2.05 MEAN LOW WATER (MLW) = ELEV. -0.70MEAN LOW LOW WATER (MLLW) = ELEV. -0.98Station ID: 8447605Hyannis Port , Hyannis Harbor, VM 2063, PID AR7934*DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERICADMINISTRATION (NOAA)PROJECTLOCATIONTOWN OF YARMOUTH LOCUS MAPSCALE: NOT TO SCALE
GENERAL NOTES
G.2
GENERAL NOTES:
1.ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING
CODE AND ITS APPLICABLE REFERENCED STANDARDS.
2.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL
EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW
CONSTRUCTION. REPORT TO THE OWNER'S REPRESENTATIVE ALL
OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROCEEDING WITH
WORK.
3.WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO LOCAL
MUNICIPAL STANDARDS. WORK WITHIN THE STATE RIGHT-OF-WAY SHALL
CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS
STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
4.CONTRACTOR SHALL NOTIFY "DIG-SAFE"(1-888-344-7233) AT LEAST 72 HOURS
BEFORE EXCAVATING. THE CONTRACTOR SHALL RECORD THE LOCATION OF
ANY/ALL DIG-SAFE UTILITY MARKINGS ON PROJECT RECORD DOCUMENTS.
5.THE LOCATION, SIZE, AND MATERIAL OF EXISTING UTILITIES ARE SHOWN AS
APPROXIMATE REPRESENTATIONS ONLY. THE OWNER OR ITS
REPRESENTATIVE HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION.
THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL
EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES
THAT MAY BE PRESENT. PRIOR TO ORDERING MATERIALS AND BEGINNING
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE
EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF
CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE
ARE NO INTERFERENCES WITH EXISTING UTILITIES WITHIN PROJECT LIMITS
AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE
PUBLIC RIGHT-OF-WAY.
6.THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE
TO ALL UTILITIES (BOTH ABOVE AND BELOW GRADE) WITHIN THE PROJECT
AREA. DAMAGE TO ANY UTILITIES AS A RESULT OF ACTIONS BY THE
CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR, AT THE
CONTRACTOR'S EXPENSE, TO CONDITIONS EQUAL TO CONDITIONS PRIOR
TO THE DAMAGE.
7.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY
CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY
PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK
INDICATED ON DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND
FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.
8.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.
9.THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM
EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEAN-UP, REPAIRS,
AND CORRECTIVE ACTION IF SUCH OCCURS.
10.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
11.ANY DAMAGE TO EXISTING PAVEMENT, BRIDGES, SIDEWALKS, FENCES, ETC.
CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER.
12.TOPOGRAPHIC SURVEY IS BASED ON AN ON-THE-GROUND SURVEY
PERFORMED BY ALPHA SURVEY GROUP, LLC BETWEEN MARCH 7 & APRIL 3,
2017 AND BETWEEN AUGUST 9 & AUGUST 12, 2021.
13.THE PROJECT IS HORIZONTALLY REFERENCED TO THE MASSACHUSETTS
STATE PLANE COORDINATE SYSTEM REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 (NAD83), CORS ADJUSTMENT (NA2011/GEOID 12a)
AS DETERMINED BY REDUNDANT GPS OBSERVATIONS MADE ON MARCH 7,
2017.
14.THIS PROJECT IS VERTICALLY REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88), BASED ON THE FOLLOWING
BENCHMARKS: MASSDOT BM#8149 BRASS RIVET IN PARKER RIVER BRIDGE
WITH A PUBLISHED ELEVATION OF 6.11 FT.; CB/TOWN OF YARMOUTH DISK
STATION NO. 8, ELEV.= 5.20 FT; CHISELED SQUARE ON N.E. CORNER OF
PARKER RIVER CONC. BRIDGE WALL ELEV.=6.18 FT. (LOUIS BERGER
DRAINAGE & UTILITY PLAN 75% DESIGN SHEET 8 OF 20 YARMOUTH MAIN
STREET (RTE. 28) PROJECT).
15.LAND OUTSIDE THE PROPOSED LIMIT OF WORK SHALL NOT BE DISTURBED
BY THE CONTRACTOR.
16.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF PROVIDENCE
REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND
MAINTAINING ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR
THE WORK.
18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY
PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK
INCLUDING BUT NOT LIMITED TO DEMOLITION.
19.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
20.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF RELOCATIONS THAT
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
DRAWINGS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM
DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETS. AS REQUIRED. ALL
COSTS SHALL BE BORNE BY THE CONTRACTOR.
CONSTRUCTION NOTES:
1.THE CONTRACTOR SHALL CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO EXCAVATION IN ACCORDANCE WITH STATE OF MASSACHUSETTS, GENERAL
LAWS.
2.THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES AND UTILITY
COMPANIES IN WRITING 48 HOURS PRIOR TO ANY CONSTRUCTION WITHIN 15 FEET OF
A UTILITY LINE.
3.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL
SAFETY CODES, REGULATIONS, LEGAL REQUIREMENTS, PERMIT CONDITIONS, ETS.
4.THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS,
STREETS, PAVEMENTS, HIGHWAY GUARDS, CURBING, EDGING, TREES AND PLANTINGS
ON OR OF THE PREMISES, AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE
GOOD AT HIS/HER OWN EXPENSE AS DIRECTED BY THE ENGINEER ANY ITEMS
DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK.
5.THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OF ALL
EXCAVATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES AND
REGULATIONS.
6.ALL SURFACES OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE
RESTORED TO THEIR ORIGINAL CONDITION, AS DETAILED, OR AS SPECIFIED BY THE
ENGINEER.
7.ALL EXISTING PIPING AND STRUCTURES EXPOSED DURING EXCAVATION SHALL BE
ADEQUATELY SUPPORTED, BRACED, OR OTHERWISE PROTECTED DURING
CONSTRUCTION ACTIVITIES.
8.WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT (INCLUDING DRIVEWAYS), SAW
CUT EXISTING PAVEMENT SMOOTH AND STRAIGHT. WHERE NEW BITUMINOUS
CONCRETE MEETS EXISTING BITUMINOUS CONCRETE SURFACES, SAW CUT EDGES
ARE TO BE SEALED WITH BITUMEN AND BACK SANDED.
9.WORK WITHIN PUBLIC WAYS SHALL COMPLY WITH APPLICABLE MUNICIPAL AND STATE
REQUIREMENTS.
10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR
BETTER.
11.THE CONTRACTOR SHALL RE-USE EXISTING GRANITE CURB IN GOOD CONDITION THAT
IS RECOVERED FROM DEMOLITION ACTIVITIES.
SITE PREPARATION & DEMOLITION NOTES:
1.ALL ITEMS DESIGNATED TO BE REMOVED AND DISPOSED (R&D) SHALL BE TAKEN FROM
THE SITE AND LEGALLY DISPOSED.
2.ALL ITEMS DESIGNATED TO BE REMOVED AND STOCKPILED (R&S) SHALL BE
DISASSEMBLED AND STOCKPILED AT A LOCATION DETERMINED BY THE OWNER'S
REPRESENTATIVE.
3.DEBRIS OF ANY NATURE SHALL NOT BE ALLOWED TO ACCUMULATE IN THE STREETS,
PARKING LOT, SIDEWALK AREAS OR GROUNDS SURROUNDING THE PROJECT AREA.
4.FOR ALL HOLES, PITS OR OTHER HAZARDOUS DEPRESSIONS ADJACENT TO OR WITHIN
EIGHT (8) FEET OF ANY SIDEWALK AREA AND ARE UNPROTECTED, A TEMPORARY
GUARD FENCE SHALL BE IMMEDIATELY ERECTED FOR THE PROTECTION OF
PEDESTRIANS. THE FENCING MATERIAL SHALL BE FREE FROM NAILS, FASTENINGS OR
SPLINTERS AND SHALL PRESENT A REASONABLY SMOOTH SURFACE ON THE SIDES OF
POSSIBLE CONTACT. SUCH TEMPORARY FENCES SHALL BE LEFT IN PLACE AND SHALL
BE PROPERLY MAINTAINED UNTIL THE HOLES, PITS OR DEPRESSIONS HAVE BEEN
PROPERLY FILLED.
5.ALL STUMPS AND ROOTS OF TREE AND SHRUBS INDICATED TO BE REMOVED AND
DISPOSED SHALL BE LEGALLY DISPOSED OF OFF SITE. IN SPECIFIC LOCATIONS,
STUMPS MAY BE GROUND IN PLACE, AS SHOWN.
6.ALL EXISTING VEGETATION (TREES, SHRUBS, GRASSES, ETC.) TO REMAIN SHALL BE
PROTECTED FROM INJURY. INDIVIDUAL TREES AND SHRUBS TO BE SAVED WITHIN THE
DESIGNATED WORK AREA SHALL BE PROTECTED AS SPECIFIED HEREIN. THE
CONTRACTOR SHALL REMOVE ALL PROTECTIVE BARRIERS ONLY AS DIRECTED BY THE
OWNER'S REPRESENTATIVE.
7.THE CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING LOAM FROM THOSE AREAS
WHICH ARE TO BE EXCAVATED OR FILLED. STOCKPILED LOAM SHALL NOT BE MIXED
WITH ANY SUBSOIL OR OTHER UNSUITABLE MATERIAL UNLESS DIRECTED BY THE
OWNER'S REPRESENTATIVE. ALL STOCKPILED LOAM REMAINS THE PROPERTY OF THE
OWNER.
8.ALL STOCKPILED LOAM OR OTHER SOIL MATERIAL SHALL BE SURROUNDED BY EROSION
CONTROL DEVICES.
9.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE CLEAN OF MISCELLANEOUS
DEBRIS THROUGHOUT THE CONSTRUCTION PERIOD. ALL WASTE MATERIALS SHALL BE
DISPOSED OF IMMEDIATELY TO A LEGAL, OFF-SITE LOCATION UNLESS OTHERWISE
INDICATED ON THE PLAN.
10.DURING THE DEMOLITION PROCESS THE CONTRACTOR SHALL USE SUFFICIENT WATER
OR NON-SALVABLE MATERIALS TO PREVENT EXCESSIVE SPREADING OF DUST DURING
OPERATIONS.
11.THE REMOVAL AND DISPOSAL OF ALL MATERIALS SHALL BE DONE IN ACCORDANCE
WITH THE APPROPRIATE STATE AND TOWN ORDINANCES, RULES AND REGULATIONS.
12.UNVEGETATED SLOPES SHALL NOT BE UNATTENDED OR EXPOSED FOR PERIODS IN
EXCESS OF TWO (2) WEEKS OR THROUGH THE INACTIVE WINTER SEASON.
13.ALL SIDEWALK AND DRIVEWAYS DESIGNATED FOR REPLACEMENT SHALL BE CUT AND
MATCHED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER'S
REPRESENTATIVE.
14.PRUNING STANDARDS:
14.A.PRUNE TREE ACCORDING TO ANSI A300.
14.B.EXPERIENCED WORKMEN UNDER THE IMMEDIATE SUPERVISION OF A LICENSED
ARBORIST SHALL PERFORM ALL TREE TRIMMING.
14.C.CLIMBING IRONS OR OTHER EQUIPMENT INJURIOUS TO TREES SHALL NOT BE
PERMITTED.
14.D.CUT BRANCHES WITH SHARP PRUNING INSTRUMENTS; DO NOT BREAK OR CHOP.
14.E.PRUNE TREES TO REMAIN THAT ARE AFFECTED BY TEMPORARY AND PERMANENT
CONSTRUCTION.
14.F.ALL DOWNED AND CUT PLANT MATERIAL TOGETHER WITH MISCELLANEOUS DEBRIS
FROM THIS WORK SHALL BE REMOVED BY THE CONTRACTOR FROM THE PROJECT
ON A DAILY BASIS. MATERIALS FROM THE WORK WILL NOT BE PERMITTED TO
REMAIN ON SITE RESULTING IN DELAYING OR IMPEDING OTHER WORK ON PROJECT
SITE.
14.G.NO MATERIAL OR DEBRIS SHALL BE DUMPED WITHIN THE LIMITS OF THE SITE OR
ABUTTING PROPERTY.
SOIL EROSION AND SEDIMENTATION CONTROL NOTES:
1.ALL REFERENCED SOIL EROSION AND SEDIMENTATION CONTROLS INCLUDING MATERIALS
USE, APPLICATION RATES, AND THE INSTALLATION PROCEDURES SHALL BE PERFORMED IN
ACCORDANCE WITH THE MASSACHUSETTS DEP SPECIFICATIONS.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SOIL EROSION
AND SEDIMENT CONTROLS ON THE PROJECT FOR THE ENTIRE DURATION OF THE
CONSTRUCTION PERIOD. THE CONTRACTOR SHALL FOLLOW THE DIRECTION OF THE
OWNER'S REPRESENTATIVE WITH REGARD TO INSTALLATION, MAINTENANCE, AND REPAIR
OF ALL SOIL EROSION AND SEDIMENTATION CONTROLS ON THE PROJECT SITE.
TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS (HAY BALES, SILT FENCE,
ETC.) SHALL BE MAINTAINED UNTIL ALL EXPOSED SOILS ARE SATISFACTORILY STABILIZED.
3.THE HAY BALE / SILT FENCE LINE ILLUSTRATED ON THESE PLANS, IS TO BE STAKED IN THE
FIELD PRIOR TO CONSTRUCTION AND SHALL SERVE AS THE STRICT LIMIT OF DISTURBANCE
FOR THE PROJECT. NO ALTERATIONS, INCLUDING VEGETATIVE CLEARING OR SURFACE
DISTURBANCE, SHALL OCCUR BEYOND THE HAY BALE / SILT FENCE LINE.
4.SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AT LEAST
ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN TWENTY-FOUR (24) HOURS AFTER AN
EVENT WHICH GENERATES .25 INCHES OF RAIN IN A TWENTY-FOUR (24) HOUR PERIOD.
MAINTENANCE SHALL INCLUDE CLEAN OUT OF ACCUMULATED SEDIMENT BEHIND THE
BALES IF 12 THE ORIGINAL HEIGHT OF THE BALES / FENCE BARRIER BECOMES FILLED WITH
SEDIMENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE HAS
BEEN REMOVED SHOULD BE ADDRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED, AND SEEDED.
5.THE TOE OF ANY FILL SLOPE IS TO REMAIN AT LEAST ONE (1) FOOT INSIDE OF ALL EROSION
CONTROLS. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR COVER ANY PORTION OF
THE EROSION CONTROLS WITH FILL MATERIAL. ANY FILL MATERIAL WHICH IS PLACED ON
ANY EROSION CONTROLS BY THE CONTRACTOR, SHALL BE IMMEDIATELY REMOVED BY THE
CONTRACTOR, AND ANY NECESSARY REPAIRS TO THE EROSION CONTROLS
ACCOMPLISHED, AT NO COST TO THE OWNER.
6.THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES FOR OUTLET
PROTECTION PRIOR TO CLEANING AND FLUSHING STORM WATER DRAINAGE. EROSION
CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL ALL FLUSHED SEDIMENTS ARE
REMOVED. AT ALL OUTFALL LOCATIONS WHERE PIPES ARE TO BE CLEANED AND FLUSHED,
OUTLET PROTECTION SHALL BE INSTALLED TO TRAP SEDIMENTS. THESE SEDIMENTS
SHALL THEN BE REMOVED AND DISPOSED OF LEGALLY BEFORE THE OUTLET PROTECTION
DEVICES ARE REMOVED. IF OUTLET PROTECTION AT THE OUTFALL IS NOT FEASIBLE, THEN
THE OUTLET PIPE OF THE LAST DRAINAGE STRUCTURE TO BE CLEANED SHALL BE
PLUGGED TO CAPTURE ALL MATERIALS FLUSHED FROM PIPES. AFTER THE MATERIALS ARE
REMOVED FROM THE DRAINAGE STRUCTURES, THE OUTLET SHALL BE UNPLUGGED TO
RESUME NORMAL FUNCTIONING.UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
NONE
CRITICAL ELEVATIONS
HIGH TIDE LINE (HTL) (MHHW) = ELEV. 2.91
MEAN HIGH WATER (MHW) = ELEV. 2.05
MEAN LOW WATER (MLW) = ELEV. -0.70
MEAN LOW LOW WATER (MLLW) = ELEV. -0.98
Station ID: 8447605
Hyannis Port , Hyannis Harbor, VM 2063, PID AR7934
*DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC
ADMINISTRATION (NOAA)
TP-1
B-1
SCHOOL ZONE - WHITE
HANDICAP SYMBOL - WHITE
BND
CB
TMH
WMH
EMH
PROPOSED
GG
WG
CS
EXISTING
GENERAL SYMBOLS
v v v v
2+00
v v v v
CURB OR BERM (TYPE AS NOTED)
EDGE OF PAVEMENT
CATCH BASIN (OR GUTTER INLET, LEACHING BASIN,
DROP INLET, CATCH BASIN CURB INLET)
ELECTRIC HANDHOLE (NUMBER AS NOTED)
ELECTRIC MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
SEWER MANHOLE
DRAINAGE MANHOLE
GAS GATE
WATER GATE
CURB STOP
HYDRANT
FIRE ALARM BOX
PARKING METER
STREET LIGHT POLE
UTILITY POLE
UTILITY POLE w/ LIGHT
SIGN
GUY POLE
DRAIN PIPE (SIZE AS NOTED)
SEWER MAIN (SIZE AS NOTED)
ELECTRIC DUCT
GAS MAIN (SIZE AS NOTED)
WATER MAIN (SIZE AS NOTED)
TELEPHONE DUCT (SIZE AS NOTED)
OVERHEAD WIRE
MAIL BOX
WOOD GUARD RAIL STEEL BEAM GUARD,
WOOD OR STEEL POSTS (TYPE AS NOTED)
STEEL GUARD RAIL, STEEL POSTS (TYPE NOTED)
STONE WALL
RETAINING WALL (TYPE NOTED)
HIGHWAY/PROPERTY BOUND (TYPE AS NOTED)
STATE HIGHWAY LAYOUT LINE (SHLO)
CITY, TOWN OR COUNTY LAYOUT LINE (R.O.W.)
CITY, TOWN, COUNTY OR STATE BOUNDARY LINE
PROPERTY LINE
EASEMENT LINE (TYPE NOTED)
CONSTRUCTION BASELINE
SURVEY LINE
RAILROAD OR STREET RAILWAY TRACKS WITH SIDELINES
WHEELCHAIR RAMP
TREE (SIZE AND TYPE AS NOTED)
HEDGE/SHRUBS
FENCE (SIZE AND TYPE AS NOTED)
EDGE OF WETLAND W/ FLAGGED NUMBER
EDGE OF RIVER/STREAM LINE
100-FT. WETLAND BUFFER LIMIT
100-FT. RIVER FRONT LIMIT
200-FT. RIVER FRONT LIMIT
WOODED AREA / LIMIT OF CLEARING
SPOT GRADE
SAW CUT LINE
TEST PIT
BORING
PROPOSED
SIGNING SYMBOLS
PAVEMENT MARKINGS AND
PAVEMENT ARROW - WHITE
LEGEND "ONLY" - WHITE
DWLEx
SYEL
BYCL
BWLL
SWEL
SL
CW
ABBREVIATIONS
TRAFFIC SIGNAL SYMBOLS
PROPOSED
LEGEND
ONLY
CONTROL CABINET GROUND MOUNTED WITH FOUNDATION
CONTROL CABINET POLE MOUNTED
CONTROLLER PHASE
MAST ARM, SHAFT & BASE (ARM LENGTH AS NOTED)
VEHICULAR SIGNAL HEAD (ALPHA-NUMERIC DESIGNATION AS NOTED)
VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED
VEHICULAR SIGNAL HEAD (REMOVED & RESET)
FLASHING BEACON
PEDESTRIAN SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD, OPTICALLY PROGRAMMED
PULL BOX 12"x12" OR HANDHOLE
LOOP DETECTOR
PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE
PRE-EMPTION DETECTOR
PRE-EMPTION CONFIRMATION STROBE
SIGNAL CONDUIT (SINGLE RUN)
SIGNAL CONDUIT (DOUBLE RUN)
SIGNAL POST & BASE
MAGNETIC DETECTOR
SCHOOL ZONE SPEED LIMIT SIGN
MICROWAVE OR ULTRASONIC DETECTOR
VIDEO DETECTION CAMERA
VIDEO DETECTION ZONE
MA-1
CROSSWALK, 2 - 12" WHITE LINES (8" WIDTH)
STOP LINE - 12" WHITE LINE 4' BEHIND CW (TYP.)
SOLID WHITE EDGE LINE - 4"
SOLID WHITE CHANNELIZING LINES - 12" (SPACING NOTED)
SOLID WHITE GORE LINE 12" @ 33°, (SPACING NOTED)
SOLID WHITE LANE LINE - 4"
SOLID WHITE PARKING LINE - 4"
BROKEN WHITE LANE LINE - 4"
DOTTED WHITE LANE EXTENSION LINE - 4" (2' LINE & 6' GAP)
DOTTED YELLOW LANE EXTENSION LINE - 4" (2' LINE & 6' GAP)
BROKEN YELLOW CENTERLINE - 4"
DOUBLE YELLOW CENTERLINE - 2 - 4" LINES
SOLID YELLOW EDGE LINE - 4"
SOLID YELLOW GORE LINE 12" @ 33°, (SPACING NOTED)
SOLID YELLOW LANE LINE - 4"
SOLID YELLOW CYCLE TRACK EDGE LINE - 4"
DOTTED YELLOW CYCLE TRACK CENTERLINE - 4" (3' LINE & 9' GAP)
SWLL
SWCHL
SWGL
SWPL
DYCL
SYGL
SYLL
EXISTING
FAB
PM
GUY
EHH
x 00.00
TRAFFIC SIGNAL SYSTEMS
STEADY CIRCULAR RED
STEADY CIRCULAR AMBER
STEADY CIRCULAR GREEN
FLASHING CIRCULAR RED
FLASHING CIRCULAR AMBER
FLASHING YELLOW LEFT ARROW
STEADY RED RIGHT ARROW
STEADY AMBER RIGHT ARROW
STEADY GREEN RIGHT ARROW
STEADY RED LEFT ARROW
STEADY AMBER LEFT ARROW
STEADY GREEN LEFT ARROW
STEADY WALK (PERSON WALKING) - LUNAR WHITE
STEADY DON'T WALK (HAND) - PORTLAND ORANGE
FLASHING DON'T WALK (FLASHING HAND) - PORTLAND ORANGE
10'-12" RCP
10'-8" PVC
10'-4" HP
10'-8" DI
R
Y
G
FR
FY
¬FY
R→
Y→
G→
¬R
¬Y
¬G
W
DW
FDW
UTILITIES
ACCMP ASPHALT COATED CORRUGATED METAL PIPE
CAP CORRUGATED ALUMINUM PIPE
CB CATCH BASIN
CBCI CATCH BASIN WITH CURB INLET
CI CURB INLET
CIP CAST IRON PIPE
CIT CHANGE IN TYPE
CMP CORRUGATED METAL PIPE
C CONDUIT
CPP CORRUGATED PLASTIC PIPE
CSP CORRUGATED STEEL PIPE
DI DROP INLET
DIP DUCTILE IRON PIPE
F&C FRAME AND COVER
F&G FRAME AND GRATE
FM FORCE MAIN
GI GUTTER INLET
GIP GALVANIZED IRON PIPE
GG GAS GATE
HDW HEADWALL
HYD. HYDRANT
INV.INVERT ELEVATION
LP LIGHT POLE
MH MANHOLE
PVC POLY-VINYL-CHLORIDE PIPE
PWW PAVED WATER WAY
RCP REINFORCED CONCRETE PIPE (CLASS III UNLESS NOTED)
SD SUBDRAIN
SMH SEWER MANHOLE
TS TRAFFIC SIGNAL
TSV&B TAPPING SLEEVE, VALVE AND BOX
UP UTILITY POLE
UPL UTILITY POLE w/ LIGHT
UPT UTILITY POLE w/ TRANSFORMER
VCP VITRIFIED CLAY PIPE
WIP WROUGHT IRON PIPE
WG WATER GATE
WM WATER METER/WATER MAIN
ABAN. ABANDON
ADJ. ADJUST
ALT. ALTERATION
APPROX. APPROXIMATE
B BASELINE
B.B. BITUMINOUS BERM
B.C. BITUMINOUS CURB
BD OR BND BOUND
BLDG. BUILDING
B.O. BY OTHERS
BOS BOTTOM OF SLOPE
BOW BOTTOM OF WALL
BSW BACK OF SIDEWALK
C.C. CONCRETE CURB
CEM. CEMENT
CLF CHAIN LINK FENCE
CONC. CONCRETE
CONST. CONSTRUCTION
CONT. CONTINUOUS
DWY DRIVEWAY
E.P., EOP EDGE OF PAVEMENT
EL. ELEVATION
ESMT. EASEMENT
EXIST. EXISTING
FDN. FOUNDATION
GC GRANITE CURB
HOR. HORIZONTAL
IP IRON PIPE
JCT JUNCTION
LP LOW POINT
MB MAIL BOX
MHB MASSACHUSETTS HIGHWAY BOUND
O.C. ON CENTER
PERM. PERMANENT
PGL PROFILE GRADE LINE
PROP. PROPOSED
PVC POINT OF VERTICAL CURVATURE
PVMT. PAVEMENT
R RADIUS OF CURVATURE
R&D REMOVE AND DISCARD
R&R REMOVE AND RESET
R&S REMOVE AND STACK
REM. REMOVE
REMOD. REMODEL
RET. RETAIN
RR RAILROAD
RT. RIGHT
SB SOUTH BOUND OR STONE BOUND
SDWK. SIDEWALK
SHT. SHEET
SHLD. SHOULDER
STA. STATION
TEMP. TEMPORARY
TOS TOP OF SLOPE
TOW TOP OF WALL
TYP. TYPICAL
VAR. VARIABLE
VERT. VERTICAL
VGC VERTICAL GRANITE CURB
WCR WHEELCHAIR RAMP
GENERAL
Ø2
HH
MM
UP
HYD
DYLEx
UPL
MB
EROSION CONTROL BARRIER/COMPOST FILTER TUBES
GRAN. GRANITE
L
SYCTEL
DYCTCL
PCC POINT OF COMPOUND CURVATURE
PC POINT OF CURVATURE
PRC POINT OF REVERSE CURVATURE
PI POINT OF INTERSECTION
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
OHW
SMH
DMH
10'-8" PVC
10'-8" PVC
LEGEND AND
ABBREVIATIONS
G.3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
NONE
PROJECT AREA
MARSH
MARSH
MARSH
MARSH
OVERALL
PROJECT
AERIAL
C.1.1MA - ROUTE 28EXIST. PROPERTY
LINE (TYP.)
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
160
SCALE IN FEET: 1"=80'
80080
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE
PARKER'S RIVER
REFER TO SEPERATE SITE
WORK NOI FOR WORK IN
THIS AREA
AERIAL IMAGERY SOURCE: NEARMAP
DATE FLOWN - SEPTEMBER 2021
NMARSH
MARSH
MARSH
MARSH
200
'200'138'719'72'224'288'
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
160
SCALE IN FEET: 1"=80'
80080
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
OVERALL
PROJECT PLAN
C1.10AERIAL IMAGERY SOURCE: NEARMAP
DATE FLOWN - SEPTEMBER 2021MA - ROUTE 28PARKER'S RIVER
N/F
TOWN OF YARMOUTH
669 ROUTE 28
ASSESS. MAP 32
PARCEL ID: 32/122
DEED BK 4985
PAGE 181
23.32 ACRES
N/F
TOWN OF YARMOUTH
1146 ROUTE 28
ASSESS. MAP 18
PARCEL ID: 24/92
DEED BK 8979
PAGE 44
122.28 ACRES
MARSH
EXIST.
PROPERTY
LINE (TYP.)
PROP.
RESTROOM
PROP. KAYAK
LAUNCH
WA1
WA2
WA3
WA4WA5WA6WA7WA8WA9WA10WA11WA12WA13
NA2
EA1
EA3
EA4
NA3
NA4
NA1
EA2
EXIST. PROPERTY
LINE (TYP.)
PROP. BOARDWALK
SEE SEPARATE BOARDWALK
& KAYAK LAUNCH WORK NOI
FOR IMPACTS IN THIS AREA
CRITICAL ELEVATIONS
HIGH TIDE LINE (HTL) (MHHW) = ELEV. 2.91
MEAN HIGH WATER (MHW) = ELEV. 2.05
MEAN LOW WATER (MLW) = ELEV. -0.70
MEAN LOW LOW WATER (MLLW) = ELEV. -0.98
Station ID: 8447605
Hyannis Port , Hyannis Harbor, VM 2063, PID AR7934
*DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC
ADMINISTRATION (NOAA)
NEXISTING
CONDITIONS - 1
C.1.3AERIAL IMAGERY SOURCE: NEARMAP
DATE FLOWN - SEPTEMBER 2021
PROJECT AREA
FORMER DRIVE-IN
THEATER SITE
ROUTE 28UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
EXISTING
CONDITIONS - 2
C.1.4AERIAL IMAGERY SOURCE: NEARMAP
DATE FLOWN - SEPTEMBER 2021
PROJECT AREA
MARSH
PARKER'S RIVER
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONALSEE SEPARATE BOARDWALK
& KAYAK LAUNCH WORK NOI
FOR IMPACTS IN THIS AREA
NC.2.1SITE PREPARATIONPLAN - 1PROP. SILTFENCE (TYP.)PROP. EQUIPMENT STORAGE AREAAND EMPLOYEE PARKING, FUELINGOF VEHICLES SHALL BE LIMITED TOTHIS LOCATIONPROP. TEMP.COMPOSTFILTER TUBE CHECK DAMSPHASE ILIMIT LINEPHASE I LIMIT LINEPHASE ILIMIT LINEPROP. STAGINGAREA FORKAYAK LAUNCHPROP. SEDIMENTCONTROL DEVICE -COMPOST FILTER TUBE;SEE DETAIL (TYP.)PROP. SEDIMENT CONTROLDEVICE - COMPOST FILTERTUBEPROP. SEDIMENT CONTROLDEVICE - COMPOST FILTERTUBE; SEE DETAIL (TYP.)PROP. TEMP. SEDIMENT BASIN - PHASE IISTORAGE VOLUME - 18,000 CUBIC FEETACCESS TO EXIST.UPWELLER SITE SHALL BEMAINTAINEDR&D EXIST. BIT.PAVEMENTCLEARING IN THIS AREASHALL OCCUR IN PHASE IIOF CONSTRUCTIONPROP. LIMIT OFCLEARING (TYP.)PROP. STAGINGAREA FORBOARDWALKMATCHLINE
PROP. 20'x50'CONSTRUCTIONENTRANCETRACKING PADTRACKING PADS TOREDUCE IMPACT OFCONSTRUCTIONAREAPARKER'S RIVERPARKER'S RIVERMA -
R
O
U
T
E
2
8PROP. SEDIMENT CONTROLDEVICE SHALL FOLLOW EXIST.VEGETATION LIMITSINITIAL FILLZONE FOR PROP.RESTROOMFACILITYPROP TEMPORARY ACCESS ROAD TOSTAGING AREAS - ELEV. 6.8±N/FTOWN OF YARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESPROP. OVERFLOW FROMSEDIMENT BASINTRACKING PADS TOREDUCE IMPACT OFCONSTRUCTION INTHIS AREATEMP. SOILS (A&B)STOCKPILE LOCATIONUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALSEE SEPARATE NOI FOR PROPOSEDWASTE WATER PUMP STATION
C.2.2SITE PREPARATIONPLAN - 2MATCHLINE PROP. EROSIONCONTROL; SEEDETAIL (TYP.)PROP. LIMIT OFCLEARING (TYP.)PROP. EROSIONCONTROL; SEEDETAIL (TYP.)PROP. LIMIT OFCLEARING (TYP.)PROP. LIMIT OFCLEARING (TYP.)PROP. PROTECTIVEFENCING FOR EXIST.VEGETATION (TYP.)N/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 18PARCEL ID: 24/92DEED BK 8979PAGE 44122.28 ACRESGENERAL NOTES:1.OWNER/APPLICANT: TOWN OF YARMOUTH, 1146 ROUTE 28, YARMOUTH, MASSACHUSETTS2.PREPARED BY: BETA GROUP, INC. 315 NORWOOD PARK SOUTH, 2ND FLOOR, NORWOOD, MASSACHUSETTS 02062. PHONE:781-255-1982SITE PREPARATION NOTES:1.TOTAL FILL REQUIRED FOR SITE IMPROVEMENTS IS APPROXIMATELY 7,000 CY OF CLEAN SAND FILL.2.EXISTING SOILS ON SITE ARE CLEAN SAND/LOAMY SAND.3.ALL EXISTING A & B HORIZON SOILS REMOVED IN CONJUNCTION WITH EXCAVATION SHALL BE STOCKPILED IN STORAGE AREAFORSTORMWATER NOTES:1.STORMWATER RUNOFF CALCULATIONS IN ACCORDANCE WITH THE REGULATIONS CAN BE FOUND IN THE STORMWATER REPORT,APPENDICES G & H.2.THE ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION USING THE CAPE COD COMMISSION ADJUSTMENT METHOD INAREAS TO BE USED FOR STORMWATER RETENTION, DETENTION AND INFILTRATION IS 2.0 FEET. THUS, ESTIMATED SEASONALHIGH GROUNDWATER (ESHGW) LEVELS USED IN THE DESIGN OF THE STORMWATER FEATURES WERE 4-7 INCHES HIGHER THANTHE MOTTLING.3.THE EXISTING AND PROPOSED VEGETATION AND GROUND SURFACES AND THEIR ASSOCIATED RUNOFF CO-EFFICIENT CAN BEFOUND ON PG. 10 OF THE STORMWATER REPORT.CONSTRUCTION SEQUENCING NOTES:1.THE OVERALL DISTURBANCE AREA EXCLUSIVE OF THE BOARDWALK AND KAYAK LAUNCH PIERS WILL BE APPROXIMATELY 20.010.8 ACRES. BASED ON THE LINEAR NATURE OF THE PROPOSED DEVELOPMENT, THE PROPOSED EROSION CONTROL ANDSEQUENCING WILL BE SPECIFICALLY DESIGNED TO MINIMIZE THE MAXIMUM EXPOSED SURFACE AREA AND PROVIDE ANOPPORTUNITY TO CAPTURE RUNOFF INSIDE THE DEVELOPMENT AREA AND MINIMIZE THE POTENTIAL FOR DISCHARGE TO THEPARKER'S RIVER. THE SEQUENCING WILL BE AS FOLLOWS:a.PHASE I CONSTRUCTIONi.SET ALL PERIMETER EROSION CONTROL MEASURES FOR THE SITE.ii.ESTABLISH LAYDOWN AND STAGING AREA FOR EQUIPMENT AND EMPLOYEE PARKING IN THE EXISTING AREA BEING USEDBY THE DPW FOR MATERIAL STORAGE AT THE FAR WESTERN EDGE OF THE SITE.iii.SET ALL VEGETATION PROTECTION MEASURES ALONG PERIMETER OF DEVELOPMENT AREA.iv.REMOVE EXISTING PAVEMENT AND SET CONSTRUCTION ENTRANCE PAD.v.PROVIDE AND PLACE FILL NEEDED IN THE PROPOSED ACCESS DRIVEWAY AND PARKING AREA TO BRING SITE GRADES FORALL PROPOSED UP TO ELEVATION 6.8+ AND PROVIDE CONSTRUCTION ACCESS TO THE BOARDWALK AND KAYAK LAUNCH.ONCE BOARDWALK HAS BEEN COMPLETED, COMPLETE INSTALLATION OF STABILIZED AGGREGATE WALKWAY, INCLUDINGVEGETATIVE STABILIZATION OF SHOULDERS.vi.CLEAR ALL VEGETATION, AS SHOWN ON THE SITE PREPARATION PLAN AND GRUB AREAS WITHIN THE LIMITS OF PHASE IAREA TO BE ALTERED.vii.PLACE FILL FOR RESTROOM FACILITY WHILE MAINTAINING CONSTRUCTION STAGING AND LAYDOWN AREA, INCLUDINGTEMPORARY VEHICULAR ACCESS TO STRUCTURE AREA.viii.CONSTRUCT RESTROOM FACILITY COMPLETE, INCLUDING ALL UTILITIES AND INFILTRATION SYSTEMix.INSTALL WATER, SEWER & ELECTRICAL UTILITIES.x.SHAPE BERM ALONG EAST SIDE OF ACCESS DRIVEWAY COMPLETE, INCLUDING LOAM & SEED.xi.INSTALL INFILTRATION SYSTEM 1 COMPLETE. (DO NOT CONNECT WITH SWALE UNTIL ROADWAY IS PAVED AND WATERSHEDAREA HAS BEEN STABILIZED.)xii.SET GRAVEL BASE IN ENTRANCE DRIVEWAY TO THE START OF THE PARKING AREA.xiii.COMPLETE INSTALLATION OF ALL DRAINAGE PIPING IN THE ENTRANCE DRIVEWAY.xiv.PROVIDE BASE COURSE PAVING IN ENTRANCE DRIVEWAY TO STATION 9+50 AT START OF POROUS PAVEMENT PARKINGLOT.xv.PROVIDE VEGETATIVE COVER ON ALL EXPOSED SLOPES ALONG THE ENTRANCE DRIVEWAY.xvi.OPEN FLOW INTO INFILTRATION SYSTEM 1.b.INITIATE PHASE II CONSTRUCTIONi.FILL & SHAPE INFIELD AREA & PERIMETER PATHWAY AND REINFORCED TURF SHOULDERS.ii.REMOVE BORROW FROM PARKING LOT AREA TO PROVIDE ROOM FOR POROUS EARTH DESIGN SECTION. USE MATERIALREMOVED TO ROUGH GRADE AREA FOR DEVELOPMENT WEST OF PARKING LOT BETWEEN PAVEMENT AND THE RIVER.iii.SET BASE LAYERS FOR POROUS PAVEMENTiv.INSTALL INFILTRATION BASIN 3 COMPLETE, INCLUDING LOAM & SEED.v.INSTALL INFILTRATION TRENCH IN THE INFIELD AREA COMPLETE, INCLUDING REMOVE & REPLACE.vi.SET GRAVEL BASE FOR PERIMETER PATHWAY ACROSS THE ENTIRE SITE WEST OF THE ACCESS DRIVEWAY.vii.PLACE POROUS PAVEMENT AND PAVE CUL DE SAC INCLUDING VERTICAL GRANITE CURBING.viii.PAVE PERIMETER PATHWAY AND SET REINFORCED TURF AROUND THE INFIELD AREA.ix.FINISH PAVE ENTRANCE DRIVEWAY AND INSTALL BITUMINOUS CURB.x.COMPLETE LANDSCAPE PLANTINGS ALONG THE ENTRANCE DRIVEWAY.xi.LOAM & SEED THE INFIELD AREA.xii.SHAPE WALKWAYS BETWEEN THE PARKING LOT AND THE RIVER.xiii.CONSTRUCT PLAYGROUND AND SET ARTIST SHANTIES.xiv.COMPLETE INSTALLATION OF ALL REMAINING STABILIZED AGGREGATE PATHWAYS.xv.COMPLETE REMAINING LANDSCAPING.UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALSEE SEPARATE NOI FOR PROPOSEDBOARDWALK IMPROVEMENTS THISAREAPARKER'S RIVER
152°152°152°****MARSHMARSHMARSHMARSHTEMPORARY RIVERFRONTAREA IMPACT (TYP.)LIMIT OF DEGRADEDRIVERFRONT AREAPERMANENT RIVERFRONTAREA IMPACT (TYP.)RESTORATION AREA (TYP.)200' RIVERFRONT AREA100' RIVERFRONT AREA200' RIVERFRONT AREAREDEVELOPMENT AREA -PERVIOUS (TYP.)REDEVELOPMENT AREA -IMPERVIOUS (TYP.)MEAN HIGHWATER (MHW)EL: 2.05'LIMIT OFSALT MARSHRESTORATION AREA (TYP.)APPROXIMATELIMIT OF DEGRADEDAREA (TYP.)PERMANENT RIVERFRONTAREA IMPACT (TYP.)TEMPORARY RIVERFRONTAREA IMPACT (TYP.)100' RIVERFRONT AREARESOURCE SYSTEM AREALIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREAMARSHWOODED AREAWOODED AREAN150°155°160°132°152°152°152°160°126°126°200' RIVERFRONT AREA100' RIVERFRONTAREA****0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00TEMPORARY RIVERFRONTAREA IMPACT (TYP.)PERMANENT RIVERFRONTAREA IMPACT (TYP.)MARSHMARSHMARSHMARSHTEMPORARY RIVERFRONTAREA IMPACT (TYP.)LIMIT OF DEGRADEDRIVERFRONT AREAPERMANENT RIVERFRONTAREA IMPACT (TYP.)LIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREATEMPORARY RIVERFRONTAREA IMPACT (TYP.)UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALRIVERFRONT AREAIMPACT PLAN - 1----LOCUS PLANSCALE: 1"=500'AERIAL IMAGERY SOURCE: NEARMAPDATE FLOWN - SEPTEMBER 2021PARKER'S RIVERN/FTOWN OF YARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESN/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 18PARCEL ID: 24/92DEED BK 8979PAGE 44122.28 ACRESEXIST. PROPERTY LINE (TYP.)LIMIT OF SALT MARSH (TYP.)MEAN LOW WATER (MLW)ELEV.: -0.7'MEAN LOW WATER (MLW)ELEV.: -0.7'MEAN HIGH WATER (MHW)ELEV.: 2.05'MEAN HIGH WATER (MHW)ELEV.: 2.05'LIMIT OF MODERATE WAVE ACTION /FEMA AE ZONE ELEV. 12C.3.1
200' RIVERFRONT AREA100' RIVERFRONTAREA45' - SLOPED BOARDWALK16' - BOARDWALK30' FIXED GANGWAY6' WIDE36'± GANGWAY5' WIDE18' X 18' FLOAT0MHW. 2.05MLW. -0.7SALT MARSHMHW. 2.050-5 510MLW. -0.7510-5150 5 10-5 1500-55 10 1515HTL 2.91LTL. -0.9****0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00TEMPORARY RIVERFRONTAREA IMPACT (TYP.)PERMANENT RIVERFRONTAREA IMPACT (TYP.)MARSHMARSHMARSHMARSHTEMPORARY RIVERFRONTAREA IMPACT (TYP.)LIMIT OF DEGRADEDRIVERFRONT AREAPERMANENT RIVERFRONTAREA IMPACT (TYP.)LIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREATEMPORARY RIVERFRONTAREA IMPACT (TYP.)200' RIVERFRONT AREA100' RIVERFRONTAREA**14+00TEMPORARY RIVERFRONTAREA IMPACT (TYP.)PERMANENT RIVERFRONTAREA IMPACT (TYP.)MARSHMARSH200' RIVERFRONT AREAMEAN HIGHWATER (MHW)EL: 2.05'MEAN HIGHWATER (MHW)EL: 2.05'MEAN HIGH WATER (MHW)ELEV: 2.05100' RIVERFRONT AREAEXIST. WETLANDLIMIT OFSALT MARSH100' RIVERFRONT AREA100' RIVERFRONT AREALIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREATEMPORARY RIVERFRONTAREA IMPACT (TYP.)WOODEDAREAWOODEDAREAWOODED AREAWOODED AREAPARCEL 93 LIMITSPARCEL 93 LIMITSUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALOVERALL PLANSCALE: 1"=600'-0"EXISTING TREE LINEAERIAL IMAGERY SOURCE: NEARMAPDATE FLOWN - SEPTEMBER 2021ENLARGEMENT AREAFEMA AE
ZONE
-
E
LEV
.
1
2FEMA AE
ZONE
-
E
LEV
.
13
LIMIT OF MODERATE WAVE ACTIONN/FTOWN OF YARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESN/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 18PARCEL ID: 24/92DEED BK 8979PAGE 44122.28 ACRESRIVERFRONT AREAIMPACT PLAN - 2C.3.2SEE SEPARATE BOARDWALK &KAYAK LAUNCH NOI FOR IMPACTSIN THIS AREAIMPACTS IN THISAREA ASSOCIATEDWITH SITE WORK NOIIMPACTS IN THISAREA ASSOCIATEDWITH SITE WORK NOI
NMARSHMARSHMARSHMARSHSALT MARSH -RESTORATION AREA1535 SFWOODEDAREAWOODEDAREAMARSHWOODED AREAWOODED AREAWOODED AREALIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREALIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREAPROPOSED IMPACT - SALT MARSHPROPOSED IMPACT - BORDERING VEGETATEDWETLANDSPROPOSED IMPACT - COASTAL BEACHPROPOSED IMPACT - LAND UNDER THE OCEANPROPOSED TEMPORARY IMPACTSALT MARSH AREA IMPACT LEGENDUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL160SCALE IN FEET: 1"=80'80080NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALSALT MARSH AREAIMPACT PLAN----PARKER'S RIVERN/FTOWN OF YARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESN/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 18PARCEL ID: 24/92DEED BK 8979PAGE 44122.28 ACRESEXIST. PROPERTY LINE (TYP.)LIMIT OF SALT MARSH (TYP.)LIMIT OF SALT MARSH (TYP.)MEAN LOW WATER (MLW)ELEV.: -0.7'MEAN LOW WATER (MLW)ELEV.: -0.7'MEAN HIGH WATER (MHW)ELEV.: 2.05'MEAN HIGH WATER (MHW)ELEV.: 2.05'MA - R
O
U
T
E
2
8LIMIT OF COASTAL BARRIER RESOURCE AREASEE SEPARATE BOARDWALK &KAYAK LAUNCH WORK NOI FORIMPACTS IN THIS AREAC.3.3
126°MARSHMARSHMARSHMARSHWOODEDAREAWOODEDAREAMARSHWOODED AREAWOODED AREAWOODED AREALIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREALIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREAPROPOSED DEVELOPED AREAS - HARDSCAPEPROPOSED DEVELOPED AREAS - LANDSCAPEPROPOSED TEMPORARY IMPACTSPROPOSED RESTORED LSCSF AREAPROPOSED LSCSF SHADING IMPACTSLSCSF AREA IMPACT LEGENDLSCSF IMPACTPLAN----PARKER'S RIVERMA - R
O
U
T
E
2
8 APPROXIMATE LIMIT OFDEGRADED AREA (TYP.)FEMA AE ZONE(ELEV. 12 FLOODELEVATION)EXIST. PROPERTY LINE (TYP.)LIMIT OF SALT MARSH (TYP.)LIMIT OF SALT MARSH (TYP.)MEAN LOW WATER (MLW)ELEV.: -0.7'MEAN LOW WATER (MLW)ELEV.: -0.7'MEAN HIGH WATER (MHW)ELEV.: 2.05'MEAN HIGH WATER (MHW)ELEV.: 2.05'APPROXIMATE LIMIT OFDEGRADED AREA (TYP.)FEMA AE ZONE(ELEV. 13 FLOODELEVATION)FEMA AE ZONE(ELEV. 11 FLOODELEVATION)FEMA AE ZONE(ELEV. 12 FLOODELEVATION)FEMA AE ZONE(ELEV. 11 FLOODELEVATION)FEMA AE ZONE(ELEV. 11 FLOODELEVATION)FEMA X ZONELIMIT OFMODERATE WAVEACTION (TYP.)FEMA X ZONELIMIT OF COASTAL BARRIERRESOURCE SYSTEMSFEMA AE ZONE(ELEV. 12 FLOODELEVATION)LIMIT OF MODERATE WAVEACTION (TYP.)UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL160SCALE IN FEET: 1"=80'80080NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALN/FTOWN OF YARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESN/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 18PARCEL ID: 24/92DEED BK 8979PAGE 44122.28 ACRESMEAN HIGH WATER(MHW) ELEV.: 2.05'SEE SEPARATE BOARDWALK &KAYAK LAUNCH WORK NOI FORIMPACTS IN THIS AREAC.3.4
RESTROOM FACILITY - SECTION
SCALE: 1
4" = 1'-0"
FINISH
GRADE (TYP.)
PROP. CONC.
STAIR TYPE 1
PROP. CONC.
PAVEMENT
PROP. DRIP EDGE
WITH 6" PERFORATED
UNDER DRAIN (TYP.
BOTH SIDES)
RESTROOM
STRUCTURE
FFE 12.0
PROP. CONC. STAIR
PROP. CONC.
PAVEMENT
PROP. STRUCTURAL FILL
EXIST. GRADEEXIST. GRADE
NOTE: FURNISH AND INSTALL OF ARTISTS' SHANTIES NOT IN CONTRACT. STRUCTURES SHALL
BE FURNISHED AND INSTALLED BY OTHERS.
ARTIST SHANTY - SECTION
SCALE: 1/4" = 1'-0"
EXIST. GRADEPROP. SANDY
LOAM FILL
PROP. EDGE
INFILTRATION
TRENCH
PROP. POROUS
PAVEMENT
PROP. LIGHT
TYPE A
PROP. TIMBER
PARKING BOLLARD
ACCESSIBLE
PATH TO SHANTY
6'-0"
STABILIZED
AGGREGATE
PATHWAY
RESTORATION PLANTINGSARTIST'S SHANTY18'-0" PARKING SPACE22'-0" DRIVEWAY
SITE SECTIONS - 1
C4.3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SHARED USE PATH / ENTRY DRIVE - SECTION
SCALE: 1/4" = 1'-0"
PROPERTY LINE
PROP. BERM
6'-0"
RAISED ISLAND11'-0" LANE8'-0" HMA PATHWAY10'-0" BUFFER PLANTINGS
3+50
010203040500 -10 -20 -30 -40 -50 -60 -70 -80 -90
PROPERTY LINE
2'-6"
SHOULDER11'-0"
REINFORCED
TURF
11'-0"
LANE
6'-0"
MEDIAN
11'-0"
LANE
8'-0"
SHARED USE PATH
50' WETLAND
BUFFER
35' WETLAND
BUFFER
100' WETLAND
BUFFER APPROXIMATE LIMIT
OF EXIST. VEGETATION
TYPICAL SECTION STA. 3+50
SCALE: 1" = 5'-0"
5'-6"
BUFFER
17'±
INFILTRATION BASIN NO. 1
SITE SECTIONS - 2
C4.4
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
N0+00
1+002+003+004+00
5+00
6+00
7+008+009+00
10+0011+0012+0013+0014+00 21'-3"8'22'11'14'27'-0
"R4
2
'
R45'-6"
R1
5
'20'10'14'8'60'24'2
1
'
-
3
"
8'6'3'18'
MATERIALS AND
LAYOUT PLAN - 1
C.5.1
PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 28PROP. CONCRETE PAD FOR ARTIST'S SHANTY
(SHANTY STRUCTURE NOT IN CONTRACT)
PROP. RESTROOM
FACILITY PROP. GRANITE CURB - TYPE 1
PROP. KAYAK KIOSK (NIC)
PROP. PLANTING BED (TYP.)
PROP. HOT MIX
ASPHALT BERM
PROP. BARRIER GATE
PROP. BARRIER GATE
PROP. WOOD SPLIT RAIL FENCE - 3 RAIL
PROP. NATURAL
PLAY AREA
PROP. R1-1, R3-7R
PROP. R1-1, R3-7L
PROP. R1-1, R3-7L
PROP. HMA PATHWAY
PROP. HMA PAVEMENT - TYPE 2 (TYP.)
PROP. HMA PATHWAY
PROP. CONCRETE STAIRS
PROP. CONCRETE PAVEMENT
PROP. STABILIZED AGGREGATE - VEHICULAR (TYP.)
PROP. STABILIZED
AGGREGATE - TRAIL, TYPE 2
PROP. HMA PATHWAY
PROP. REINFORCED TURF (TYP.)
PROP. LOAM & SEED
PROP. STABILIZED AGGREGATE
- VEHICULAR
PROP. REINFORCED
TURF (TYP.)
PROP. REINFORCED TURF (TYP.)
PROP. LIMIT OF
DISTURBANCE (TYP.)
PROP. HMA PATHWAY
PROP. HMA PAVEMENT - TYPE 1
PROP. GRANITE
CURB - TYPE 2
PROP. HOT MIX ASPHALT BERMPROP. GRANITE CURB -
TYPE 1
PROP. GRANITE CURB - TYPE 2
PROP. PLANTING BED (TYP.)
PROP. REMOVABLE
BOLLARD
PROP. BIKE RACK - DOUBLE (TYP.)
PROP. BENCH WITH
COMPANION SEATING (TYP.)
PROP. CONCRETE
PAVEMENT (TYP.)
PROP. INFILTRATION
SYSTEM NO. 2
PROP. UTILITY TRANSFORMER
PROP. INFILTRATION SYSTEM NO. 1
PROP. REINFORCED TURF (TYP.)
PROP. STABILIZED
AGGREGATE -
PATHWAY
PROP. SITE LIGHT - TYPE B
PROP. SITE LIGHT - TYPE B
PROP. SITE LIGHT - TYPE B
PROP. TRASH RECEPTACLE (TYP.)
PROP. BIKE RACK - DOUBLE (TYP.)
PROP. BENCH WITH
COMPANION SEATING (TYP.)
PROP. BENCH WITH
COMPANION SEATING (TYP.)
PROP. TRASH RECEPTACLE (TYP.)
PROP. BIKE RACK -
MULTI
PROP. STABILIZED
AGGREGATE - TRAIL, TYPE 2
PROP. GRANITE CURB - TYPE 1
IMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDE
WASTEWATER COLLECTION SYSTEM & WATER RESOURCE
RECOVERY FACILITY. WASTEWATER PUMP STATION
(PROPOSED) THIS LOCATION CURRENTLY IN FINAL DESIGN.
REFER TO THE MASSACHUSETTS EXECUTIVE OFFICE OF
ENERGY AND ENVIRONMENTAL AFFAIRS NUMBER (EEA) #14659
AND CORRESPONDING PERMITS RELATED TO THE
COMPREHENSIVE WASTEWATER MANAGEMENT PLAN AND
SUPPLEMENTAL SINGLE ENVIRONMENTAL IMPACT REPORT.
PROPOSED IMPROVEMENTS THIS AREA (PUMP STATION
BUILDING, SERVICE DRIVE, WALKWAYS, LANDSCAPING, ETC.)
SHOWN TO FACILITATE THE INTERFACE BETWEEN THE TWO
TOWN-OWNED PROJECTS.
PARK DRAINAGE HAS BEEN DESIGNED TO ACCOMMODATE THE
DESIGN OF THE PUMP STATION. FINAL IMPROVEMENTS IN THIS
AREA TO BE PERFORMED BY OTHERS UNDER A SEPARATE
CONTRACT.
PROP. SITE
LIGHT - TYPE A
PROP. SITE
LIGHT - TYPE A
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SEE SEPARATE BOARDWALK
& KAYAK LAUNCH WORK NOI
FOR IMPACTS IN THIS AREA
PROP.
CAMERA
POLE #2
PROP. CAMERA
POLE #1
5'
MATERIALS AND
LAYOUT PLAN - 2
C.5.2
PROP. BOARDWALK -
APPROACH PATH, SEE DETAIL
PROP. BOARDWALK -
APPROACH PATH, SEE DETAIL
PROP. STABILIZED
AGGREGATE - TRAIL
PROP. STABILIZED
AGGREGATE - TRAIL
PROP. LIMIT OF
CLEARING (TYP.)
PARKER'S RIVER
MARSH
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
PROP. BENCH WITH
COMPANION SEATING (TYP.)
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SEE SEPARATE NOI FOR
PROPOSED BOARDWALK
IMPROVEMENTS THIS AREA
8+009+00
10+00
11+00
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
ENLARGEMENTS - 1
C.5.3
PROP. EMBANKMENT SLIDE
L+S
L+S
HMA2
PB
PROP. STABILIZED AGGREGATE - TRAILPEASA
PROP. STABILIZED AGGREGATE - PATHWAY (TYP.)
PROP. WOOD FIBER MULCH
PROP. 3'Ø PLAY TUNNEL
PROP. PIRATE SHIP, BY OTHERS
PROP. SWING
PROP. SHADE
SAIL
PB
PB
PEASA
PROP. ACCESSIBLE PICNIC TABLE
PROP. EDGE INFILTRATION TRENCH (TYP.)
PROP. TIMBER PARKING BOLLARD (TYP.)
PROP. EDGE INFILTRATION TRENCH (TYP.)
PB
PB
PROP. PICNIC TABLE (TYP.)
PROP. BOULDER
WALL (TYP.)
PEASA
PEAHP
PEAL+S
PEAL+S
PB PB
PB PB
PBPB
PB PB
PROP. WOOD SPLIT RAIL FENCE - 3 RAIL (TYP.)
PEASAV
PROP. DETECTABLE WARNING PLATE (TYP.)
PB
PB
PP
PP
PB
PB PB
PB
PB
L+S
HOT MIX ASPHALT PATHWAY
HMA1
DETAIL
SHEET
LEGEND
HP
PP
HOT MIX ASPHALT PAVEMENT - TYPE 1
HOT MIX ASPHALT PAVEMENT - TYPE 2
POROUS PAVEMENT
RT REINFORCED TURF
L+S LOAM AND SEED
CP CONCRETE PAVEMENT
PB PLANTING BED
SA STABILIZED AGGREGATE PATHWAY
L.2.1
L.2.1
#####
#####
#####
#####
#####
#####
#####
HMA2
SAV STABILIZED AGGREGATE - VEHICULAR #####
CP
CP
CP
CP
CP
CP
SA
PB
PROP. NATURAL STONE STEPS
SA
HMA2
PP
PROP. TIMBER PARKING BOLLARD (TYP.)
PROP. CONCRETE PAVEMENT
PROP. DETECTABLE WARNING PLATE (TYP.)
PEAL+S
8'10'18'24'12'
(
T
Y
P
.
)10' (TYP.)6'
(
T
Y
P
.
)
10'
6'
PROP. CONCRETE PAD FOR SHANTY
(SHANTY STRUCTURE NIC)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
PROP. TRASH
RECEPTACLE (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
*
*
11+00
12+00
13+00
6'-0"L+S
PB
ENLARGEMENTS - 2
C.5.4
PB
PB
PEASA
PEASA
SW
PEASA
PEASA
PEAHP
L+S
GP-4
PB
PB
PB
PROP. BOULDER WALL
PROP. WIDENED TRAIL
FOR ACCESSIBLE PASSING
PROP. CONCRETE PAD FOR
KAYAK RENTAL (BUILDING NIC)
PROP. REGULATORY SIGN R7-8
PROP. DETECTABLE WARNING PLATE (TYP.)PB
PROP. REGULATORY SIGN R7-8
PROP. REGULATORY SIGN - R7-1
PROP. REGULATORY
SIGN - R7-1
PP
PP
PB
PROP. STABILIZED AGGREGATE - TRAIL PEASA
PROP. EDGE INFILTRATION TRENCH (TYP.)
PROP. TIMBER PARKING BOLLARD (TYP.)
PROP. NATURAL STONE STEPS
HMA2
HMA1
RT
PEAHP
PROP. CURB INLET,
SEE DETAIL
PROP. GRANITE
CURB, TYPE 1
PROP. GRANITE
CURB, TYPE 2
PROP. GRANITE
CURB, TYPE 1
PROP. GRANITE
CURB, TYPE 1 30'-6"
R1
4
'
-
6
"
PROP. INFILTRATION
BASIN NO. 3
GP-5
L+S
10' (TYP.)24'18' (TYP.)5'5' (T
Y
P
.
)
PROP. REMOVABLE
PROP. CONCRETE
PAVEMENT
SA
L+S
PB
PB
HOT MIX ASPHALT PATHWAY
HMA1
DETAIL
SHEET
LEGEND
HP
PP
HOT MIX ASPHALT PAVEMENT - TYPE 1
HOT MIX ASPHALT PAVEMENT - TYPE 2
POROUS PAVEMENT
RT REINFORCED TURF
L+S LOAM AND SEED
CP CONCRETE PAVEMENT
PB PLANTING BED
SA STABILIZED AGGREGATE PATHWAY
L.2.1
L.2.1
#####
#####
#####
#####
#####
#####
#####
HMA2
SAV STABILIZED AGGREGATE - VEHICULAR #####
PROP. BIKE RACK
- DOUBLE (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
PROP. TRASH
RECEPTACLE (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
PROP. BENCH
WITH COMPANION
SEATING (TYP.)
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
NFFEELEV. 12.0878" HDPE2 - 8" DI12
"
H
D
P
EFFE7.504" PERF.4" PERF.68 8
106767699
6965 6 7 56 7
77676675766776567655676
8
6
8
46788671066854877877567
66 77
7
7 87775 97
654365476565868
9
1110911
10
9
8
10
1196710668464" PERF.4" PERF.4"
PERF
.4" PERF.4" PERF.4" PERF.
4" PERF.
4" PERF.12" HDPE109871
1
754654
4588
8
887877777
77
8887898777768898116
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALC.6.1GRADING &DRAINAGE - 1PARKER'S RIVERPARKER'S RIVERIMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDEWASTEWATER COLLECTION SYSTEM & WATER RESOURCERECOVERY FACILITY. WASTEWATER PUMP STATION(PROPOSED) THIS LOCATION CURRENTLY IN FINAL DESIGN.REFER TO THE MASSACHUSETTS EXECUTIVE OFFICE OFENERGY AND ENVIRONMENTAL AFFAIRS NUMBER (EEA) #14659AND CORRESPONDING PERMITS RELATED TO THECOMPREHENSIVE WASTEWATER MANAGEMENT PLAN ANDSUPPLEMENTAL SINGLE ENVIRONMENTAL IMPACT REPORT.PROPOSED IMPROVEMENTS THIS AREA (PUMP STATIONBUILDING, SERVICE DRIVE, WALKWAYS, LANDSCAPING, ETC.)SHOWN TO FACILITATE THE INTERFACE BETWEEN THE TWOTOWN-OWNED PROJECTS.PARK DRAINAGE HAS BEEN DESIGNED TO ACCOMMODATE THEDESIGN OF THE PUMP STATION. FINAL IMPROVEMENTS IN THISAREA TO BE PERFORMED BY OTHERS UNDER A SEPARATECONTRACT.SEE SEPARATE NOI FORPROPOSED BOARDWALKIMPROVEMENTS THIS AREA
PROP. OUTLET CONTROL STRUCTURE 2
12" FLARED END WITH RIP RAP
INV. ELEV - 4.00
2 SEDIMENT FOREBAYS IN SERIES
STORAGE VOL. 100 CU. FT./MIN.
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
GRADING &
DRAINAGE - 2
C.6.2
SEE SEPARATE NOI FOR
PROPOSED BOARDWALK
IMPROVEMENTS THIS AREA
88.408.408.409.079.079.078.40TC 8.258.40INSPECTION MANHOLE 1RIM 8.60INV IN 5.5INV OUT 5.5PROP. OUTLET CONTROL STRUCTURE 1RIM 6.8 INV. 5.5PROP. OUTLET W/TIDE GATEINFILTRATION SYSTEM NO. 1INV. 5.58.087.757.587.85INV 5.55.35.35.3INV 5.35.5INSPECTION MANHOLE 2RIM 8.50INV IN 5.5INV OUT 5.56799
696776766757667765676556764678 8765812" HDPE87878887898777768898111098767.347.56BC 7.72TC 7.978.007.817.907.837.517.537.798.548.438.558.438.188.06INV 5.5BC 8.70TC 8.95BC 8.70TC 8.95BC 8.70TC 8.95BC 8.28TC 8.788.837.687.637.56BC 7.10TC 7.607.597.64UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only20020SCALE IN FEET: 1"=20'40AWGAWGREGISTERED PROFESSIONALNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALC.6.3GRADING & DRAINAGEENLARGEMENT PLAN 1MATCHLINE - MATCH TO SHEET#####MA -
R
O
U
T
E
2
8IMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDEWASTEWATER COLLECTION SYSTEM & WATER RESOURCERECOVERY FACILITY. WASTEWATER PUMP STATION(PROPOSED) THIS LOCATION CURRENTLY IN FINAL DESIGN.PROPOSED IMPROVEMENTS THIS AREA (PUMP STATIONBUILDING, SERVICE DRIVE, WALKWAYS, LANDSCAPING, ETC.(SHOWN TO FACILITATE THE INTERFACE BETWEEN THE TWOTOWN-OWNED PROJECTS.PARK DRAINAGE HAS BEEN DESIGNED TO ACCOMMODATE THEDESIGN OF THE PUMP STATION.FINAL IMPROVEMENTS IN THIS AREA TO BE PERFORMED BYOTHERS UNDER A SEPARATE CONTRACT.WASTEWATERPUMP STATION
4FFEELEV. 12.077.107.37.37.37.37.507.507.507.507.17.17.17.17.507.507.107.557.507.507.507.507.17.107.507.507.107.107.287.507.557.556.159.07TC 8.258.407.107.037.437.437.43TC 7.50PROP. CURBINLETBC 7.10TC 7.507.827.20AREA DRAIN 1RIM 8.75INV IN 5.75INV OUT 5.757.107.107.107.207.907.206.807.257.206.856.806.806.156.806.906.887.507.287.55TC 7.80TC 7.807.897.967.898.308.428.228.106.806.74INSPECTION MANHOLE 1RIM 8.60INV IN 5.5INV OUT 5.57.557.267.267.26AREA DRAIN 5RIM 7.0INV OUT 6.07.557.557.267.557.507.507.50PROP. OUTLET CONTROL STRUCTURE 1RIM 6.8 INV. 5.5PROP. OUTLET W/TIDE GATEINV. 4.0INV. 5.57.287.287.287.28INV. 5.07.287.287.287.287.287.287.287.28TC 7.807.55TC 7.80TC 7.807.55INV IN 4.1INV 5.5HP8.255.3INSPECTION MANHOLE 2RIM 8.50INV IN 5.5INV OUT 5.56.806.656.506.256.356.3510.26.725.908" HDPE2 - 8" DI12
"
H
D
P
E
910
7655676
8
6
8
4671066848778876
66 775
7
6565868
9
1110911
10
9
8
10
1196789106678464" PERF.4" PERF.4" PERF
.4" PERF.4" PERF.4" PERF.4" PERF.AREA DRAIN 2RIM 6.75INV OUT 6.25AREA DRAIN 3RIM 6.75INV IN 6.25INV OUT 6.25109871
1
1
0
98
7
AREA DRAIN 4BRIM 6.75INV IN 6.25INV OUT 6.25754PROP. INFIELD TRENCH - 26544588
8
887777
BC 8.70TC 8.95PROP. CURBINLETBC 7.10TC 7.50AREA DRAIN 4ARIM 6.75INV IN 6.25INV OUT 6.25UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only20020SCALE IN FEET: 1"=20'40AWGAWGREGISTERED PROFESSIONALNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALC.6.4GRADING & DRAINAGEENLARGEMENT PLAN 2MATCHLINE - MATCH TO SHEET#####MATCHLINE - MATCH TO SHEET#####
6.157.107.107.507.506.806.807.207.277.357.457.25PROP. OUTLET CONTROL STRUCTURE 2RIM 7.00INV. EL. 4.65 12" OUT36" SPILLWAY INLETCREST ELEV - 6.25PROP INFILTRATION BASIN 3PROP. CURB INLETBC 6.70TC 7.107.207.307.407.507.407.307.507.757.207.107.006.907.007.106.906.807.007.757.507.506.807.287.28AREA DRAIN 6RIM 7.20INV 5.50TC 7.50TC 7.60TC 7.63INV OUT 5.25TC 7.90FFE7.504" PERF.4" PERF.66765
6 7
56 7
65757
7
77
612" FLARED END WITH RIP RAPINV. ELEV - 4.002 SEDIMENT FOREBAYS IN SERIESSTORAGE VOL. 100 CU. FT./MIN.TOP OF BASINELEV. 7.254" PERF.4" PERF.
7
7
77UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only20020SCALE IN FEET: 1"=20'40AWGAWGREGISTERED PROFESSIONALNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALC.6.5GRADING & DRAINAGEENLARGEMENT PLAN 3MATCHLINE - MATCH TO SHEET
#####
NYH
YH
YH YH
*
*
*
*
A
YH
A
HYD
B
B
B
B
B
B
B
A
B
B
B
LOAD CENTER
FOR STAGE
ELECTRICAL SERVICE TO
PROP. KAYAK KIOSK
(1) 2" PVC CONDUIT
2" SANITARY SEWER
FORCE MAIN LINE
2" WATER LINE
LOAD CENTER FOR
EVENT/LAWN SPACE
8" WATER LINE
R&S EXIST. HYDRANT, WATER
METER AND VALVE
TERMINATE 2"
SANITARY SEWER
FORCE MAIN LINE
RESTORE/UPGRADE WATER & ELECTRICAL
SERVICE TO UPWELLER FACILITY
5000 GALLON TIGHT TANK
INFILTRATION SYSTEM NO. 2
HANDHOLE (TYP.)
PROP. SITE LIGHT, TYPE A (TYP.)
PROP. SITE LIGHT, TYPE B (TYP.)
PROP. SITE LIGHT, TYPE A (TYP.)
2" SANITARY SEWER
FORCE MAIN LINE
SANITY SEWER MANHOLE NO. 1 B
B
B
B
B
LP-A
LP-A
LP-A
LP-A
LP-A
LP-A LP-A LP-A LP-A
LP-ALP-ALP-A
LP-A
LP-A
LP-A
LP-A
LP-A
LP-A
LP-A
LP-A LP-A LP-A LP-A
LP-B
LP-B LP-B
LP-A
LP-A
LP-A
LP-A
REMOVE EXIST. UTILITY POLE,
DISCONNECT ELECTRICAL SERVICE
REMOVE EXIST. UTILITY POLE,
DISCONNECT ELECTRICAL SERVICE
EMH NO. 1
INFILTRATION SYSTEM NO. 1
LP-A
PROP. UTILITY POLE TO RECEIVE
ELECTRICAL SERVICE ON
COURTLAND WAY
PROP. CAMERA
POLE #1
PROP. CAMERA
POLE #2
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE UTILITY PLAN
U.1.1
LEGEND
ENCLOSURE / POWER PANEL
ELECTRICAL HANDHOLE
SITE LIGHT - TYPE A
YH YARD HYDRANT
HYDRANTHYD
8" WATERLINE
2" WATERLINE
SANITARY SEWER
FORCE MAIN LINE
PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 28SITE LIGHT - TYPE B
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
PLUMBING LEGENDPLUMBING LEGENDPLUMBING NOTESUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comPLUMBINGLEGEND ANDGENERAL NOTESP.0.1RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
DRAIN SCHEDULE*PLUMBING FIXTURE SCHEDULECIRCULATING PUMP SCHEDULEGAS FIRED WATER HEATER SCHEDULESHOCK ABSORBER SCHEDULE*UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comPLUMBINGSCHEDULESP.0.2RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comPLUMBINGFLOOR PLANP.1.0RLBMCRLB 1/4" = 1'-0"2FLOOR PLAN 1/4" = 1'-0"1UNDERGROUND PLANNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
EQUIPMENT TAG SYMBOLS & ABBREVIATIONSGENERAL NOTESABBREVIATIONSFAN SCHEDULEINSTRUMENTATIONLEGEND/SYMBOLSUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comHVACLEGEND ANDGENERAL NOTESH.0.1RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
LIGHTING CONTROL SYSTEMEXIT SIGNSLIGHTING FIXTURESWIRING DEVICES - RECEPTACLESBRANCH CIRCUITRY AND RACEWAY SYSTEMJUNCTION BOXESMOTORS AND CONTROLSWIRING DEVICES-SWITCHES······FIRE ALARM SYSTEMSINGLE LINE AND SCHEMATIC DIAGRAMSYMBOL LIST NOTESDISTRIBUTION EQUIPMENTSITE LEGENDUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICALLEGEND ANDGENERAL NOTESE.0.1RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
PA / INTERCOM & CLOCK SYSTEMSAUDIO/VISUAL SYSTEMSTELECOMMUNICATIONS SYSTEMSSECURITY SYSTEMSGENERAL NOTESABBREVIATIONSUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICALLEGEND ANDGENERAL NOTESE.0.2RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
ONE LINE RISER DIAGRAMN.T.S.UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyNONEREGISTERED PROFESSIONALENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICALONELINE DIAGRAME.0.3RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
NYHYHYHYH****0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00678910667846AYHAHYDBBBBBBBABBBBAABBBBBBBBBABBBBUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICAL SITEPLANE.0.4RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICAL FLOORPLANE.1.0RLBMCRLB 1/4" = 1'-0"2POWER PLAN 1/4" = 1'-0"2LIGHTING PLANNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
LIGHTING FIXTURE SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICAL SITEPLANE.2.0RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
DUCT / CABLE SCHEDULESECTION A-ANO SCALEDUCT BANK SECTIONS318'-0"4" DIA GALV. SCH. 40STEEL CONDUITSECONDARY SERVUCE(36" RADIUS QUARTER-BEND)4/0 AWG STR CU5/8" X 8'-0" GROUND ROD2 (TYP) W/ GROUNDINGCONNECTION OR CADWELD1'-9"4'-6"1'-9"1'-3"1/2" THICKSEALANT BEADALL AROUND10"9"GROUND WIRECONNECTOR(TYP)AA#4 AWG CU (TYP)6"4"8'-0"5 "DIA GALV. SCH. 40STEEL CONDUITPRIMARY SERVICEPLAN4"6"18"6"6"4"2'-3"SEALANT BEAD(TYP)6" MIN.2" (TYP)8"18" MIN.3" MIN.2'-2"FINISH GRADETOP OF CONDUIT GROUNDINGBUSHING SHALL BE 8" BELOWTHE TOP OF THE PAD9'-0"1" (TYP) & LOWPOINTSAND/TOPPINGMIX CONCRETEPRECAST PAD3/4" CHAMFERALL AROUND1"1'-6"4"4" (TYP)8"4"1/0 AWG STR CU 48" LENGTHAVAILABLE (MIN) ABOVE TOPOF PAD (TYP)1- 1 1/2" DIA. CRUSHED STONE(WELL TAMPED) 9'X9'X18"DEPTH BELOW PADSECTION A-ANO SCALEPAD MOUNTED TRANSFORMER DETAIL AND GROUNDINGSECTION B-BSINGLE CONDUIT SECTIONNO SCALESECTION C-CSECTION D-D5NO SCALEUTILITY HANDHOLE DETAIL4NO SCALETRANSFORMER OIL CONTAINMENT CURB2NO SCALEUTILITY POLE SERVICE RISER DETAILSECTION E-EUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICAL SITEPLANE.2.1RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
NO SCALEBUILDING GROUNDING DETAIL84SCALE: 1" = 2'-0"FRONT ELECTRICAL ENCLOSURE EQUIPMENT LAYOUT4SCALE: 1" = 2'-0"REAR ELECTRICAL ENCLOSURE EQUIPMENT LAYOUT4SCALE: 1" = 2'-0"ELECTRICAL ENCLOSURE BASE DETAILUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE10/07/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTSUBCONSULTANTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKFor Review OnlyREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050ENGINEERING, INC.Mechanical/Electrical Engineers150 Grossman Drive, Suite 309Braintree, Massachusetts 02184617 221-9220web: www.sar.comELECTRICAL SITEPLANE.2.2RLBMCRLBNOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACE
POROUS PAVEMENT
4" LAYER OF 3
4" AGGREGATE
4" POROUS PAVEMENT LAYER
12" COMPACTED GRAVEL
BORROW (MASS HIGHWAY
SPEC)
3" LAYER OF 3
8" PEASTONE
4"-6" LAYER OF AGGREGATE
(RESERVOIR COURSE)
BOTTOM OF RESERVOIR
TO BE SET LEVEL
SANDY LOAM FILL AS
REQUIRED TO RAISE
GRADE OR COMPACTED
EXISTING SUBGRADE
SEE SITE PLAN FOR FINISH
GRADES (3% SLOPE MAX.)
STABILIZED AGGREGATE - TRAIL
STABILIZED AGGREGATE - VEHICULAR
NOTES:
1.ORGANIC-LOCK PATHWAY AGGREGATE MUST ALWAYS BE PRE-WET FOR INSTALLATION.
2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3.ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.
4.DO NOT SCALE DRAWINGS.
5.THIS DETAIL IS FOR INFORMATION PURPOSES ONLY. ALL INFORMATION CONTAINED HEREIN
WAS CURRENT AT THE TIME OF DEVELOPMENT, BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
6.CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT
www.CADdetails.com/info REFERENCE NUMBER 2643-001A, REFERENCE NUMBER 4928-022.
PRE-WET ORGANIC-LOCK AGGREGATE BLEND IS THE PREFERRED METHOD OF
INSTALLATION, THIS ENSURES THAT ORGANIC-LOCK BINDER IS HOMOGENEOUSLY
ACTIVATED BY WATER. IF PRE-WETTING IS NOT DONE AT THE QUARRY, THE USE OF A
FRONT-LOADING TRACTOR AND A WATER SOURCE CAN PRE-WET ORGANIC-LOCK
PATHWAY AGGREGATE ON THE JOB SITE. SLOWLY ADD WATER TO THE ORGANIC-LOCK
PATHWAY AGGREGATE AND TURN IT OVER UNTIL ~10% MOISTURE CONTENT (24
GALLONS PER IMPERIAL TON) IS ACHIEVED.
IF THE SLOPE OF YOUR PROJECT AREA IS LESS THAN 2% A CROWN SHOULD BE
INCORPORATED INTO THE PATHWAY.
IF THE SLOPE OF YOUR PROJECT AREA IS GREATER THAN 2% INCORPORATE A CROSS
SLOPE INTO THE PATHWAY.3"6"6"
COMPACTED EXISTING SUBGRADE
STABILIZED AGGREGATE PAVING
COMPACTED GRAVEL BORROW
6'-0" - TRAIL, TYPE A3'3'
LIMIT OF CLEARING
4"1'6"
COMPACTED EXISTING SUBGRADE
STABILIZED AGGREGATE PAVING
COMPACTED GRAVEL BORROW
10'-0" (TYP.)3'3'
NOTE: SEE EXISTING CONDITIONS &
SITE PREPARATION PLANS FOR
LOCATION OF CLEARING, SEDIMENT
CONTROL BARRIER AND PROTECTIVE
FENCING FOR EXISTING VEGETATION.
RESTORED
SHOULDER (TYP.)
RESTORED SHOULDER (TYP.)
SEDIMENT CONTROL BARRIER
3'-0" - TRAIL, TYPE B
HOT MIX ASPHALT PAVEMENT - TYPE 2
2-1/2" BIT. CONC.
BINDER COURSE
1-1/2" BIT. CONC.
WEARING COURSE
4" LAYER OF 3
4" AGGREGATE
12" COMPACTED GRAVEL
BORROW (MASS HIGHWAY
SPEC)
3" LAYER OF 3
8" PEASTONE
4"-6" LAYER OF AGGREGATE
(RESERVOIR COURSE)
BOTTOM OF RESERVOIR
TO BE SET LEVEL
SANDY LOAM FILL AS
REQUIRED TO RAISE
GRADE OR COMPACTED
EXISTING SUBGRADE
HOT MIX ASPHALT PATHWAY
COMPACTED
GRAVEL
BORROW
2-1/2" BIT. CONC.
BINDER COURSE
1-1/2" BIT. CONC.
WEARING COURSE
8"LOAM & SEED /
REINFORCED TURF,
SEE PLANS
LOAM & SEED /
REINFORCED
TURF,
SEE PLANS
8'-0" (TYP.)
SANDY LOAM FILL AS
REQUIRED TO RAISE
GRADE OR COMPACTED
EXISTING SUBGRADE
GRASSPAVE RINGS FILLED
WITH CONCRETE SAND
SANDY LOAM FILL AS
REQUIRED TO RAISE
GRADE OR COMPACTED
EXISTING SUBGRADE
GRASS SEED
REINFORCED TURF8"COMPACTED GRAVEL
BORROW1"±SECTION
PLAN
GRASSPAVE RINGS FILLED
WITH CONCRETE SAND
STABILIZED AGGREGATE - PATHWAY3"6"6"
COMPACTED
EXISTING SUBGRADE
STABILIZED
AGGREGATE
PAVING
COMPACTED
GRAVEL BORROW
6'-0" (TYP.)
HOT MIX ASPHALT PATHWAY WITH REINFORCED TURF - CONDITION 2
8'-0" (TYP.)13'-11
2"
REINFORCED TURFHOT MIX ASPHALT
PATHWAY
8'-0" (TYP.)8"6'-63
4"6'-63
4"
REINFORCED TURFHOT MIX ASPHALT
PATHWAY
REINFORCED TURF
HOT MIX ASPHALT PATHWAY WITH REINFORCED TURF - CONDITION 1
HOT MIX ASPHALT PAVEMENT - TYPE 1
COMPACTED
EXISTING
SUBGRADE
COMPACTED
GRAVEL
BORROW
2-1/2" BIT. CONC.
BINDER COURSE
1-1/2" BIT. CONC.
WEARING COURSE
8"UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE DETAILS - 1
C.7.1
NOTE:
1.HANDICAP SYMBOLS SHALL BE WHITE EPOXY.
2.HANDICAP SYMBOLS SHALL BE INSTALLED,
ORIENTED AS SHOWN IN EACH LOCATION AND
CENTERED IN THE PARKING STALL.
ACCESSIBLE LOGO PAVING MARKER DETECTABLE WARNING PLATE
TOP VIEW
SECTION VIEW
NOTES:
1.LOCATE AT ALL WHEELCHAIR RAMPS AS SHOWN ON THE PLANS.
2.ADA COMPLIANT TACTILE WARNING PLATE FABRICATED FROM GRAY IRON.
ANCHOR
LUG
CONC.
SETTING
BED
TRUNCATED
DOMES WITH
SLIP RESISTANT
SURFACE
FINISH GRADE
VARIES - SEE
PLANS
NEW OR RESET
GRANITE CURB - SEE
PLANS
EDGE CONDITION
VARIES - SEE
PLANS
6"6"PROP. CONC.
CURB LOCK
COMPACTED
GRAVEL
BORROW6"6"
6'
6"1'-6"6'6"NOTES:
1.TOP SURFACE TO BE DRESSED BY SAW OR TOOL.
2.ALL REQUIRED CUTTING OF CURB PIECE TO BE PAID FOR
UNDER COST OF CURB.
3.THE CONTRACTOR MAY CUT EXISTING CURB SECTIONS AS
REQUIRED TO MEET THIS DETAIL AND SPECIFICATIONS,
WHERE OLD CURBING IS BEING REUSED. PAYMENT TO BE
UNDER THIS ITEM ONLY
4.CONTRACTOR SHALL QUANTIFY EXISTING CURB TO BE
RESET. PIECES SHALL BE MIN. 4'0" IN LENGTH IN ORDER TO
BE RESET. QUALITY AND QUANTITY OF EXISTING CURB
SHALL BE REVIEWED WITH OWNER/ OWNER'S
REPRESENTATIVE PRIOR TO FINALIZING
FRONT ELEVATION
PLAN SIDE ELEVATION
TRANSITION CURB
LINE OF FINISHED GRADE
QUARRY
SPLIT
1 1
2" BATTER
(OPTIONAL)
1 1
2" BATTER
LINE OF FINISHED GRADE
6"6"SECTION
6'
GRANITE CURB - TYPE 1
PARKING AREA
ACCESSIBLE LOGO
PAVING MARKER18'4" WHITE EPOXY
LINE (TYP.)
6' (TYP.)
ACCESSIBLE PARKING STALL
10' (TYP.)2'TIMBER PARKING
BOLLARD, SEE DETAIL
EDGE INFILTRATION
TRENCH, SEE DETAIL10' - TYP.4'7'2'2"1' TO
18"
1 5
16"
31
2"178"2 - 5
16 "x2 1
2"
GALVANIZED
BOLTS AND 0.07
WASHERS
LOAM AND SEED
ELEVATION
NOTE:
PARKING SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30°
NOR MORE THAN 45° WITH A LINE PARALLEL TO FLOW OF TRAFFIC, 1'-6"
(1'-0" MIN.) FROM EDGE OF PAVEMENT.2"5'38" HOLES 1" O.C.REGULATORY SIGN
PARKING
AREA
PLAN VIEW
COMPACTED EXISTING
SUBGRADE
2'-0"
1"11"T-100 SLOPED
GRANITE CURB
CONTINUOUS 4000
PSI CONC.
HAUNCH
COMPACTED
GRAVEL BORROW
COMPACTED OR
UNDISTURBED
SUBGRADE1'-4"6"4"6"GRANITE CURB - TYPE 2
NOTE:
HMA BERM CAN BE PLACED AT THE SAME TIME THAT THE SURFACE COURSE
LAYER IS PLACED ON THE BITUMINOUS ASPHALT DRIVEWAY OR IT CAN BE
INSTALLED IN A SEPARATE OPERATION ON THE BINDER COURSE.
HOT MIX ASPHALT BERM
HOT MIX
ASPHALT
PAVEMENT
FINISH GRADE
HOT MIX
ASPHALT BERM
GRAVEL BORROW (GRADE
FOR PROPER DRAINAGE)
HANDICAPPED
PARKING
SPECIAL PLATE REQUIRED
UNAUTHORIZED VEHICLES
MAY BE REMOVED AT
OWNERS EXPENSE
12" x 18"
BOARDWALK
TRAIL
PARKING
ONLY
1.ALL EXISTING SIGNS AND SIGN POSTS WITHIN THE
PROJECT LIMITS SHALL BE RETAINED UNLESS OTHERWISE
NOTED ON PLANS.
2.ALL PROPOSED PAVEMENT MARKINGS SHALL BE
THERMOPLASTIC. ALL EXISTING PAVEMENT MARKINGS
THAT CONFLICT WITH THE PROPOSED PAVEMENT
MARKINGS SHALL BE REMOVED BY AN APPROVED
METHOD.
3.ALL PROPOSED SIGN POSTS SHALL BE P-5 TYPE
(TELESCOPIC POST).
4.ALL R7 PARKING SIGNS SHALL BE MOUNTED AT AN ANGLE
OF NOT LESS THAN 30° NOR MORE THAN 45° TO THE CURB
AND FACING THE FLOW OF TRAFFIC. ALL OTHER SIGNS
SHALL BE 90° TO THE CURB AND FACING THE FLOW OF
TRAFFIC.
5.SIGNS TO BE MOUNTED NEAR THE CURB LINE SHALL BE
SET BACK 6" FROM THE EDGE OF THE SIGN PANEL TO THE
CURB LINE. NO SIGN SHALL OVERHANG THE CURB LINE.
6.ALL SIGNS SHALL BE MOUNTED TO PROVIDE A 7' MINIMUM
CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND
FINISHED GRADE.
SIGN & PAVEMENT MARKING NOTES
TOWN TO PROVIDE
GRAPHIC
SIGN R7-8
HANDICAP PARKING AND TRAIL PARKING SIGNS ONLY
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE DETAILS - 2
C.7.2
LEFT LANE
MUST
TURN LEFT
SIGN R3-7L
SIGN R1-1
RIGHT LANE
MUST
TURN RIGHT
SIGN R3-7R
REGULATORY SIGN LEGEND
TWO-THIRDS ABOVESALVAGED BOULDER
FROM ON-SITE
24" X 36" X 24"
AVERAGE
DIMENSION
NOTE: FIELD LOCATE LANDSCAPE BOULDERS AS DIRECTED BY
PROJECT ENGINEER
CRUSHED STONE
LANDSCAPE BOULDER WALL TYPE 1
GEOTEXTILE
FILTER
FABRIC8"COMPACTED
EXISTING
SUBGRAE
SALVAGED BOULDER
FROM ON-SITE -
24" X 36" X 24"
AVERAGE
DIMENSION
LANDSCAPE BOULDER WALL TYPE 2
2
1
LOAM & SEED /
PLANTING BED, SEE
PLANS
LOAM & SEED /
PLANTING BED, SEE
PLANS
CRUSHED
STONE
GEOTEXTILE
FILTER
FABRIC8"8"COMPACTED
EXISTING
SUBGRADE
SHADE STRUCTURE
CONCRETE BASE10'5'FINISH GRADE
CRUSHED STONE
1'6"
1'-8"
15' (TYP
.
)
SEE FOOTING
DETAIL BELOW
8" POST
6'YARMOUTH
RIVERWALK
PARK
SIGN FACE
SIDE ELEVATION
FRONT ELEVATION / SECTION30°3'
SIGN FACE3'2"1'-8"STEEL
SUPPORT BAR
2"x3-1/4"
STEEL POST
3'EXISTING GRADE
CONCRETE FOOTING
COMPACTED GRAVEL
BORROW
UNDISTURBED OR
COMPACTED SUBGRADE2'-6"2'-4"2'-4"2'-2"
INTERPRETIVE GRAPHIC PANEL
VARIES6" ACCESSIBLE TRAIL
SURFACING
EXISTING GRADE3'-2"4"3'-6"WOOD POST
WITH ROPE
EDGING
3 4" ROPE
112" DRILLED
OPENING
4"x4" PRESSURE
TREATED PINE POST
12" CHAMFER
2'-0"GRAVEL BASE
LOAM & SEED3'-2"2'-10"ELEVATION
NOT TO SCALE
4"x4" PRESSURE
TREATED PINE POST
3 4" ROPE
FINISH
GRADE
1'-4"1'-6"1'-0"± 8' O.C.
COUPLE ROPE
AT POST (TYP)
WOOD POST WITH ROPE EDGING
5" ±
ACCESSIBLE
TRAIL
SURFACING
WOOD POST
WITH ROPE
EDGING
2
1 MAX
WOOD POST AND ROPE ON TRAIL EDGE
TIMBER PARKING BOLLARD - DETAIL
4"x4" WOOD
POST
PRESSURE
TREATED (0.40
CCA) TYP
33° ANGLE TOP & 1"
CHAMFER ALL SIDES
4'-6"3'-614"UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE DETAILS - 3
C.7.3
WOOD SPLIT RAIL FENCE - 3 RAIL
NOTES:
1.ALL WOOD SHALL BE WHITE CEDAR NATURAL FINISH.
2.AFTER SETTING POSTS, TAMP BACKFILL FIRMLY IN PLACE.
3.DO NOT BACKFILL WITH CONCRETE.
FINISH GRADE
WOOD RAILS
4" TO 41
2" x 9' LONG
RAIL
TAPER RAILS TO
FIT MORTISE IN
POST
4" DIAM. x 7'
LINE AND END
POSTS
9' (VARIES, SEE PLAN)
PLAN VIEW
SECTION
NOTE:
1.INSTALL PER MANUFACTURER'S RECOMMENDATION.
BIKE RACK MULTI2'R2
'
6'8"4"4'R2'CONTROL
JOINT (TYP.)CONCRETE PAD
BIKE RACK
CONCRETE PAD
COMPACTED
GRAVEL BORROW
BIKE RACK
COMPACTED
EXISTING
SUBGRADE
ADA PICNIC TABLE
5'-7"2'-5"1'-534"INSTALL
PER
MANUFACTURER'S
RECOMMENDATION
ACCESSIBLE
PICNIC TABLE
CONCRETE
SLAB
CRUSHED
STONE
CONCRETE
FOOTING
1'2'EPOXY
GROUT
3"10"FINISH
GRADE
6"3'-61
2"
Yarmouth
Cape Cod.
Within Reach.
CRUSHED
STONE
COMPACTED
GRAVEL BORROW
COMPACTED EXISTING
SUBGRADE
BIKE RACK DOUBLE2'-11"REMOVABLE BOLLARD
101
2"
BOLLARD BASE
BIKE ARM
CONCRETE BASE
CRUSHED STONE PER MANUFACTURERS
RECOMMENDATION
REINFORCED TURF PAVING
GRANITE CURB - TYPE 2
HOT MIX ASPHALT
PAVEMENT
2'
BIKE ARM
REINFORCED
TURF PAVING
GRANITE CURB
- SLOPE FACED
HOT MIX
ASPHALT
PAVEMENT
1'
REMOVABLE BOLLARD MOUNT
PLAN VIEW
SECTION
3'-10"2'-1/2"
2'-6"
STANDARD DOME
STANDARD 24 GAL.
CONCRETE PAD
4"6" COMPACTED GRAVEL
BASE
LITTER RECEPTACLE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE DETAILS - 4
C.7.4
PARK ENTRANCE SIGN
ELEVATION
PLAN VIEW
FINISH GRADE
TOWN OF YARMOUTH
RIVERWALK PARK
KAYAK LAUNCH AND BOARDWALK LOOP
8x8 WOOD POSTS
8x8 WOOD POSTS
WOOD SIGN
WOOD SIGN
9'-6"
1" OVERHANG
7'-8"
1" CHAMFER
5'2'6"5'1'1'
CRUSHED STONE
PLANTING BED
COMPACTED EXISTING
SUBGRADE
GRAPHIC PANELS
GRAPHIC PANEL
(GP)
GRAPHIC PANEL 7'3'-6"CRUSHED
STONE
ROOF OVERHANG 2'-4"
BOARDWALK GRAPHIC PANEL
(BGP)5'1'1'
GRAPHIC PANEL LEGEND
GRAPHIC PANELS
GP-1: EDUCATIONAL KIOSK 1
GP-2: EDUCATIONAL KIOSK 2
GP-3: GRAPHIC PANEL 1
GP-4: GRAPHIC PANEL 2
GP-5: GRAPHIC PANEL 3
GP-6: GRAPHIC PANEL 4
2x4 WOOD FRAMING
8x8 PT WOOD POSTS
BOARDWALK GRAPHIC PANELS
BGP-1: BOARDWALK GRAPHIC PANEL 1
BGP-2: BOARDWALK GRAPHIC PANEL 2
BGP-3: BOARDWALK GRAPHIC PANEL 3 1'-6"3'-4"
COMPACTED
EXISTING
SUBGRADE
4"
DIA.
GATE
POST
GATE LEAF
4'BARRIER GATE 6"3'8"2'
3'-2"4"CONCRETE
FOUNDATION
CRUSHED
STONE
REINFORCED TURF,
SEE DETAIL LOAM & SEED
FINISH GRADE
COMPACTED
EXISTING
SUBGRADE
NOTES:
1.ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN POLYESTER POWDER COATED. SEE
SPECIFICATIONS FOR COLOR.
2.12"x33 4" PLTD. EXPANSION ANCHOR BOLTS PROVIDED BY MANUFACTURER.
3.SEE SPECIFICATIONS FOR MANUFACTURER, MODEL, & FINISH.
4.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
CONCRETE
PAD
COMPACTED
EXISTING
SUBGRADE
SECTION
6"1'-6"PLAN
11'
60"6"4'X4' MIN.
ACCESSIBLE
SEATING AREA
BENCH WITH COMPANION SEATING 4'CONCRETE
PAD
ORNAMENTAL
BENCH
MATERIAL
VARIES,
SEE
PLANS
S
ORNAMENTAL
BENCH
8"COMPACTED
GRAVEL
BORROW
1'
VARIES6" ACCESSIBLE TRAIL
SURFACING
EXISTING
GRADE2'-2"4"x4" PRESSURE
TREATED PINE POST
2'-0"GRAVEL BASE
LOAM & SEED
1'-4"1'-6"1'-0"4"
SKIP 8"STEEL MOUNTING SLEEVE
MOUNT TACTILE TRAIL SIGN PER
MANUF. INSTRUCTIONS
ATTACH 24" x 36" INTERPRETIVE
PANEL
TACTILE TRAIL SIGN AND MOUNT
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE DETAILS - 5
C.7.5
PLAN VIEW
CURVE ENDS
UPHILL
PROTECTED ZONE
FLOW
EXIST.
TREE
NOTES:
1.PLACE TUBE ALONG CONTOURS AND PERPENDICULAR TO FLOW.
2.ADJUST LOCATION AS REQUIRED FOR OPTIMUM EFFECTIVENESS.
DO NOT INSTALL IN WATERWAYS.
3.PLACE STAKES AS NEEDED TO SECURE TUBES IN PLACE.
COMPOST FILTER TUBE
REDUCE FLOW
ONTO WORK ZONE
FLOW
BIODEGRADABLE
FABRIC
FOR SLOPES 3:1 OR AS
NECESSARY, STAKE OR
OTHERWISE SUPPORT TUBES
(I.E., TREES, CINDER BLOCKS)
ENSURE FIRM CONTACT WITH
GROUND TO PREVENT FLOW
UNDERNEATH TUBES
RESOURCE AREA
*9 INCH MAY BE USED FOR FLATTER
SURFACES WITH APPROVAL FROM ENGINEER.
PREVENT FLOW OFF SITE:
PLACE AS CLOSE TO AREA OF
DISTURBANCE AS POSSIBLE
SEDIMENT CONTROL DEVICE - COMPOST FILTER TUBE12" DIA.INSTALLEDAREA OF SOIL
DISTURBANCE
MINIMUM 3'OVERLAPFORCONTINUOUSBARRIERHARDWOOD STAKES PLACED OUTSIDE OF
TUBES OR PER MANUFACTURERS
INSTRUCTIONS
SNOW FENCE
6' STANDARD STEEL
POST, 6' O.C. (TYP.)
12" CLEARANCE AROUND
DECIDUOUS TREES
EX.
GRADE
DECIDUOUS TREE
EVERGREEN TREE
SNOW FENCE
6' STANDARD STEEL
POST, 6' O.C. (TYP.)
12" CLEARANCE AROUND
EVERGREEN TREES
EX.
GRADE
PROTECTIVE FENCING FOR EXISTING VEGETATION
EXISTING TREE
TREE PROTECTION
FENCE AND/OR
PROTECTIVE
BARRIER, TYP.
TOPSOIL 'A' HORIZON
SOIL 'B' HORIZON
SUBGRADE 'C' HORIZON
TREE ROOT FLARE
TREE TRUNK
TREE DRIP LINE
CRITICAL ROOT
ZONE (CRZ)
TREE PROTECTION
FENCE AND/OR
PROTECTIVE BARRIER
CRITICAL ROOT ZONE (CRZ)CRITICAL ROOT ZONE (CRZ)TREE DRIPLINETREE DRIPLINE5'MIN.SOIL/ ROOT ZONEDEPTH T.B.D.VAR
T.B.D
10'
(TYP.)
5"
MIN.
EXISTING TREE PRESERVATION WITH AIRSPADE
EX.
GRADE
SNOW FENCE
6' STANDARD
STEEL POST, 6'
O.C.
12" CLEARANCE
AROUND SHRUBS
SHRUB TO BE
PROTECTED
SHRUB PROTECTION DEVICE
SILT FENCE
FILTER FABRIC
2"x2" WOOD POST @
7'-6"± O.C.
FILTER FABRIC BURIED
6" INTO GRADE
DRIVE STAKES
PERPENDICULAR
TO GRADE
WRAP FABRIC UNDER
COMPOST FILTER
TUBE
WETLAND
COMPOST
FILTER TUBE
1"x1"x3' OAK STAKES
SPACED 4' APART
SEDIMENTATION
FENCE/FILTER
FABRIC
PLACE COMPOST FILTER TUBE IN
3" TO 5" TRENCH, WATER MUST
NOT BE ALLOWED UNDER OR
AROUND ROLL
SILT FENCE/FILTER FABRIC
2"x2" WOOD
POST @ 7'-6"± O.C.
EROSION CONTROL BARRIER
EMBEDDING DETAIL ANCHORING DETAIL
FL
O
W
FLOW
PUB
LI
C
R
O
A
D
GEOGRID
CRUSHED
STONE
CONSTRUCTION ENTRANCE DEPTHVARIESMATCH ASREQUIRED(AS REQUIRED)
D
D
FLOW
(VARIES)
RIVER
BOTTOM
RIVER
BOTTOM
1/4" CHAIN
BALLAST (MIN.)
SEWN
FABRIC
SILT
CONTAINMENT
BARRIER
HIGH
FLOW
PERMEABLE
POLYPROPYLENE
OR EQUAL
GROMMETS VINYL
COATED
NYLON OR
POLYESTER
FLOAT
CONTAINER
TIE STRAP
TIE STRAP
FLOAT
H.W.H.W.
8" DIA.
ROUND
FLOAT
0.2 LB/FT CHAIN BALLAST BOTTOM TO
MATCH RIVER BOTTOM DEPTH OR GREATER
SILT CONTAINMENT
BARRIER
RIVER DEPTH VARIES
TENSION
LINE
TIE
STRAP
CLASS C
CONCRETE 6"
MIN.4'MIN.FLOAT
WIDTH AS
REQUIRED
GALVANIZED
STEEL
TURNBUCKLE
GALVANIZED
STEEL POST
ANCHOR
12"FLOATING SILT FENCE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
SITE DETAILS - 6
C.7.6
SCALE:AREA DRAIN1" = 1'-0"12"x12" NDS AREA DRAIN, SEEPLAN FOR RIM ELEVATIONS6"Ø HDPE PIPE,SEE PLAN FORINVERT ELEVATIONS6"6"MIN.LOAM & SEEDCOMPACTEDCRUSHEDSTONE BASEUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'4004020020SCALE IN FEET: 1"=20'40404SCALE IN FEET: 1"=4'810010SCALE IN FEET: 1"=10'20AS SHOWNAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050200SCALE IN FEET: 1"=100'1000100160SCALE IN FEET: 1"=80'80080NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALNONECLASS I OR II MATERIALPER ASTM D2321, LATEST EDITION,COMPACTED IN MAX. 8" LOOSE LIFTSTO 95% MIN. OF MAX. SPD* H , H = 12" FOR UP TO AND INCLUDING 36" N-12 = 24" FOR 42"-48" N-12FILTER FABRIC(AASHTO M-288)** SEE TABLE 112UNDISTURBEDEARTHH (RIGID PVMT.)*1BEDDING (CLASS I OR II MATERIAL)= 4" MIN. FOR 12"-24" N-12, 42"-48" HC= 6" MIN. FOR 30"-48" N-12HDPE PIPE2H (FLEX. PVMT.)*TABLE 1NOMINAL DIAMETER,IN (MM)FT (M)X (MIN.),0.69 (0.21)12 (300)0.68 (0.21)15 (375)0.74 (0.23)18 (450)0.84 (0.26)24 (600)1.5 (0.46)30 (750)1.5 (0.46)36 (900)1.5 (0.46)42 (1050)1.5 (0.46)48 (1200)TYPICAL SUB-SURFACE TRENCH DETAILHOT MIX ASPHALTSECTION A-APLANSECTION B-BSTONE AT PIPE ENDSINFILTRATION SYSTEM NO. 2 - RESTROOM FACILITYDRAINAGEDETAILS - 1UD.1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'4004020020SCALE IN FEET: 1"=20'40404SCALE IN FEET: 1"=4'810010SCALE IN FEET: 1"=10'20AS SHOWNAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050200SCALE IN FEET: 1"=100'1000100160SCALE IN FEET: 1"=80'80080NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALNONEINFILTRATION SYSTEM NO. 1 - ACCESS DRIVEWAY TREATMENT SYSTEMCLEANOUT MANHOLEOUTLET CONTROL STRUCTURE AT INFILTRATION BASIN (1 & 3)PLANFRONT ELEVATIONSECTIONCHECK DAM CROSS SECTIONDRAINAGEDETAILS - 2UD.2
EDGE INFILTRATION TRENCHPOROUS PAVEMENT2"4"Ø PERFORATED PIPE4"Ø SOLID PIPEFILTER FABRIC2'2'34" AGGRGATE1 12" AGGREGATE MASSHIGHWAY SPECINFIELD TRENCH 1 - DETAILINFIELD TRENCH 2 - DETAILUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE12/1/22DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'4004020020SCALE IN FEET: 1"=20'40404SCALE IN FEET: 1"=4'810010SCALE IN FEET: 1"=10'20AS SHOWNAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050200SCALE IN FEET: 1"=100'1000100160SCALE IN FEET: 1"=80'80080NOTICE OF INTENT PLAN SET -RIVERWALK PARK & EVENT SPACEREGISTERED PROFESSIONALNONEPERIMETER DRAIN DETAIL AT RESTROOMOUTFALL DETAILCURB INLET DETAILSECTION A-APLANAAAXONDRAINAGEDETAILS - 3UD.3
N*
*
*
*A
C
A
A
A C A
B
D
B B D
B PR1PR1PR2PR1PR2SEED C
1063QBQBQR QRQRUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING PLAN
OVERALL - 1
L1.1
PLANTING DETAIL AREA - 5PLANTING DETAIL AREA - 6
PLANTING DETAIL AREA - 7-A
PLANTING DETAIL
AREA - 8
PLANTING DETAIL
AREA -10
PLANTING DETAIL AREA - 3PLANTING DETAIL AREA - 4
PLANTING DETAIL AREA - 7-B
PLANTING DETAIL AREA - 9
PLANTING DETAIL AREA - 1B
IMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDE
WASTEWATER COLLECTION SYSTEM & WATER RESOURCE
RECOVERY FACILITY. WASTEWATER PUMP STATION
(PROPOSED) THIS LOCATION CURRENTLY IN FINAL DESIGN.
REFER TO THE MASSACHUSETTS EXECUTIVE OFFICE OF
ENERGY AND ENVIRONMENTAL AFFAIRS NUMBER (EEA) #14659
AND CORRESPONDING PERMITS RELATED TO THE
COMPREHENSIVE WASTEWATER MANAGEMENT PLAN AND
SUPPLEMENTAL SINGLE ENVIRONMENTAL IMPACT REPORT.
PROPOSED IMPROVEMENTS THIS AREA (PUMP STATION
BUILDING, SERVICE DRIVE, WALKWAYS, LANDSCAPING, ETC.)
SHOWN TO FACILITATE THE INTERFACE BETWEEN THE TWO
TOWN-OWNED PROJECTS.
PARK DRAINAGE HAS BEEN DESIGNED TO ACCOMMODATE THE
DESIGN OF THE PUMP STATION. FINAL IMPROVEMENTS IN THIS
AREA TO BE PERFORMED BY OTHERS UNDER A SEPARATE
CONTRACT.
PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 28PLANTING DETAIL AREA - 1A
PLANTING DETAIL AREA - 2
150°155
°
160°132°152
°
152
°
152
°
1
6
0
°126°126°ACCENT MODULE - 1 ACCENT MODULE - 2 ACCENT MODULE - 3
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
PFA
2
DP
3
GP
9
ACCENT MODULE - 4
PS
1
RT
1
IO
1
MG
1
RT
1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AWG
AWG
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING PLAN
OVERALL - 2
L1.2
PLANTING DETAIL AREA - 10
MASTER PLANT SCHEDULE
LANDSCAPE/PLANTING NOTES:
1.ALL CLEARING OPERATIONS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE PROJECT LANDSCAPE ARCHITECT. MARK/STAKE OUT LAY-OUT OF
WALKWAYS ETC. FOR REVIEW AND APPROVAL. MARK/STAKE-OUT LIMITS OF CLEARING FOR REVIEW AND APPROVAL. ADJUST WHEN DIRECTED TO AVOID TREES NOTED TO BE
SIGNIFICANT. NO CLEARING WORK WILL BE ALLOWED WITHOUT PRIOR APPROVAL.
2. THE CONTRACTOR SHALL RECEIVE APPROVAL ON ALL FINISH GRADES PRIOR TO LAYOUT OF ANY PLANT MATERIAL.
3.THE CONTRACTOR SHALL CONVENE A MANDATORY PRE-PLANTING INSTALLATION MEETING ON SITE CONSISTING OF THE SITE EARTHWORK CONTRACTOR, THE LANDSCAPE
CONTRACTOR THE OWNER'S REPRESENTATIVE(S) AND THE PROJECT LANDSCAPE ARCHITECT. MEETING SHALL BE HELD A MINIMUM OF 48 HOURS BEFORE ANTICIPATED
START OF WORK.
4.ALL PLANTS SHALL BE ORGANIZED AND LAID OUT PER INSTALLATION SEQUENCE. PLANTS SHALL BE LAID OUT BY AREA OF WORK ABLE TO BE FULLY INSTALLED WITHIN A
2-3-DAY TIME FRAME. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO STAT OF WORK. PLANT LAYOUT IS SUBJECT TO CHANGE BASED ON A VARIETY OF FACTORS INCLUDING PLANT AVAILABILITY AND SITE CONDITIONS ETC. FIELD
ADJUSTMENTS TO PLANT PLACEMENT WILL BE MADE BY THE PROJECT LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.
5.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND THE PROJECT LANDSCAPE ARCHITECT TO FINALIZE PLACEMENT OF THE SUPPLEMENTAL
PLANT ACCENT MODULES #1-#4 AS SHOWN WITHIN THE PLANTING DETAIL AREAS. LAYOUT WILL BE FINALIZED IN THE FIELD BASED-ON ON THE GROUND CONDITIONS AND
PLANT MATERIAL PLANTED AT THE QUANTITIES INDICATED BY MODULE.
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
ACCENT MODULE - 1
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING
DETAIL AREA 1A
AND AREA 2
L1.3
PLANTING DETAIL AREA 1A
SCALE: 1" = 20'-0"
PLANTING DETAIL AREA 2
SCALE: 1/4" = 1'-0"
AR
3 IG
5
IVJD
1
VCO
7
PS2
2
JV1
1
CA
1
RM
3
IG
2
QC
1
CA
4
IG
1
RM
3
KL
3
IG
2
RM
1
KL
4
CA
5
QC
1
KL
3 RM
2
CA
1
JV1
2
CA
1
RM
3
KL
2
CA
5
QC
1 IG
1
RM
3
KL
3
IG
2
KL
1
RM
4
CA
5
QC
1
KL
3
RM
2
CA
1
JV1
2
RM
3
CA
1
KL
2
QC
1
CA
5
IG
1
RM
3
KL
3
IG
2
RM
3
CA
7
AB
9
IVS
6PS2
1
MATCH LINE - MATCH TO SHEET ####FOR PLANTING IN THIS AREA SEE DETAIL AREA 1B
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
MATCH LINE - MATCH TO SHEET ####
MP
3JV1
1IVS
4JV1
2
VCO
3
PAH
7
MD
7
PV
5PAH
17
LL
1
QC
1
QC
1
AC
1
IVJD
1
BEDLINE
(TYP.)
LOAM &
SEED (TYP.)
3'
-
0
"
VCO
4
AC
1
PLANTING DETAIL AREA 2, THIS SHEET
QC
1
30'-0" O.C. (TYP.)QC
1
QTY. 3 QTY. 3
PLANTING DETAIL AREA 1A
QTY. 2
PLANTING DETAIL AREA 2
LISS
4
ADPK
10
ADPK
11
AT
3
SSPB
6 AT
3
SSPB
3
AT
3
AD
1 AT
3
CAP
6
CAP
6
CAP
5
AB
5 AD
1
AT
3
AB
5
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 1B
L1.4
PLANTING DETAIL AREA 1B
SCALE: 1"=10'-0"
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND MA - ROUTE 28NS
4
AU
19
CA
6
QC
1
MP
5
AU
17
AC
1
VD
3
VA
57
AG
1
CA
7
AG
1
CA
10
GP
100
MP
5
AG
1
AV
13
AC
1
CA
8
QC
2
VA
126
AC
1
LB
3
CA
3
QC
1
WORK THIS AREA UNDER
SEPARATE CONTRACT
WASTERWATER
PUMP STATION
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
ACCENT MODULE - 4
PS
1
RT
1
IO
1
MG
1
RT
1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 3
L1.5
PLANTING DETAIL AREA 3
SCALE: 1" = 10'-0"
MAT
CH LI
NE -
M
AT
CH T
O S
HEET ####MATCH LINE - MATCH TO SHEET ####
IVS
3
QB
1
PS2
3
JV2
3
NS
1
JV2
1
JV1
1
MP
3
AD
5
AD
5
CA
1
LC
7LC
6
VCO
2
IVS
3
PAH
3
AD
2
AUU
5
AUU
5
AUU
8
AC
1
RH
3
PAH
6
SL
3
SL
3
PV
2
PV
2
IVS
4
SL
5
PAH
4
RH
2
PQ
9
PAH
5
SSPB
6
PAH
5
NS
1
CAH
3
AR
1
AV
2
SSPB
3
SSPB
5
RV
3
RH
4
SL
12
SSPB
3
JV1
1
AV
1
AV
2
PV
3
IG
3
AC
1
PV
5
VCO
1
PV
3
PAH
5
RH
3
PV
3
PV
3
SL
5
PAH
3
RH
3
PAH
4
RH
3
QC
1
CAH
3
SSPB
8
SSPB
3
RH
3
PAH
5
AD
3
IVS
3
JV2
3
JV1
2
MP
3
MATCH LINE - MATCH TO SHEET #####
AUU
7
AUU
7
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
PAH
2
MP
1
CA
1
AV
3
JCS
5
JCS
5
AC
1
CAH
2
AC
1
JCS
5
JCS
5
QTY. 2 QTY. 2 QTY. 2
PR1ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
ACCENT MODULE - 4
PS
1
RT
1
IO
1
MG
1
RT
1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 4
L1.6
PLANTING DETAIL AREA 4
SCALE: 1" = 10' - 0"
MATCHLINE - MATCH TO SHEET ####MATCHLINE - MATCH TO SHEET ####AR
1
QC
1
NS
2
RV
3
CF
5
CF
3
MAT
C
H
L
I
N
E
-
M
A
T
C
H
T
O
S
H
E
E
T
####
#
AR
1
QB
1
NS
1
NS
1
NS
1
MP
3
MP
2
AC
2
NS
1
PAH
4
CAH
5
PAH
5CAH
5
PAH
7
PAH
6
RH
5
RV
8
AC
2 MA
T
C
H
L
I
N
E
-
M
A
T
C
H
TO
S
H
E
E
T
#
#
#
#
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
AR
1
PAH
5
CAH
5
PAH
4
PAH
5
CAH
5
PAH
4
PAH
4CAH
5
PAH
5
PAH
5
CAH
5
PAH
5
NS
1
NS
1
AR
1
AR
1
PAH
4
CAH
5
IG
3
AR
2
BP
2
QTY. 2 QTY. 2 QTY. 2
PR2PR2QRQRACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 5
L1.7
PLANTING DETAIL AREA 5
SCALE: 1" = 10'-0"MATCH L
INE
-
MATCH
TO
SHEET
####MATCHLINE - MATCH TO SHEET ####MATCHLIN
E
-
M
A
T
C
H
TO SHEE
T
#####
AC
1
AC
1
IG
3
IG
3
MP
1
KL
1PV
3
PV
3
IVS
5
SLL
5
AT
5
PV
3
PV
3
PV
3
MP
1
LC
3
SSPB
5
CP
3
CAP
5
NS
1
MATC
H
LI
N
E
-
M
A
T
C
H
T
O
S
H
E
E
T
####
#
AR
1
AR
1
CAH
5
PAH
7
PAH
8
CAH
5
PAH
7
PAH
8
AR
1AR
1
CAH
5
PAH
5
PAH
5
CAH
5
PAH
5
PAH
5
JH
3RH
5
NS
1
PV
5
JH
3
JH
2
AR
1
NS
1
RH
5
RH
3
PAH
3
PAH
5
RH
3
RH
3
PAH
6
JH
3
RT
1PAH
3
RT
1
AR
1
AR
1
CAH
5
PAH
5
PAH
5
CAH
5
PAH
5
PAH
5
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
QR
1
AR
1
RT
1
PV
5
RT
1
JH
3
PAH
5
AR
1
CAH
5
PAH
5
PAH
5
AR
1
CAH
5
PAH
5
QTY. 3 QTY. 1
QR
1
LIS
1
LIS
1
LIS
1
*
*A
C A B
SEED C
1063QR
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
ACCENT MODULE - 4
PS
1
RT
1
IO
1
MG
1
RT
1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 6
L1.8
PLANTING DETAIL AREA 6
SCALE: 1" = 10'-0"
MAT
C
H
L
I
N
E
-
M
A
T
C
H
TO SHEE
T
####MATCHLINE - MATCH TO SHEET ####AC
1
VCO
3
SLL
5SLL
5
MP
1
CA
3
CP
7
ADPK
9
ADPK
5
ADPK
3
AC
1
AC
1
PAH
13
PAH
7
CAH
10
CA
3
PAH
7
PAH
9
AC
1
SSPB
5
SSPB
5
EP
3
EP
3
QB
1
NS
1
AV
2
IVJD
3
AV
2
IVJD
3MATCH LINE - MATCHTO SHEET#####SEED MIX - TYPE A MAINTAINED GRASS
AREA
SEED MIX - TYPE B NEW ENGLAND
EROSION CONTROL/
RESTORATION
MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND
EROSION CONTROL/
RESTORATION MIX FOR
DETENTION BASINS AND
MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET
MEADOW MIX
SEED TYPE LEGEND
SSPB
5
CP
7
LC
5
AT
7
IVJD
3MP
1
CAH
13
CP
5
AR
1
AR
1
PAH
11
PAH
11
CAH
7
AC
1
AT
5
MP
1
IVJD
3LC
5
AB
10
AB
23
QTY. 3 QTY. 1 QTY. 2
LIS
2
LIS
2
4
*
*A
C
A
A
A C A
B
D
B B D
B
SEED C
1063 QRMODULE 7-A
20'
MODULE 7-B
20'
MODULE 7-C
20'
MODULE 7-D
20'
STABILIZED AGGREGATE PATH STABILIZED AGGREGATE PATH
SSPB
5
PM
1
SSPB
3
AAB
1
RV
1
SSPB
2
CP
3 VA
3
PM
1
VA
5
AAB
1
SSPB
5
STABILIZED AGGREGATE PATH
VA
5
VA
3
CP
1SSPB
3
STABILIZED AGGREGATE PATH
VA
3
SSPB
3
PM
1
AAB
1
SSPB
3
VCO
1
ACCENT MODULE - 2
ED
5
LC
3
AD
1
LC
3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 7-A
L1.9
PLANTING DETAIL AREA 7-A
SCALE: 1" = 10'-0"
PLANTING DETAIL AREA 7 - MODULES
SCALE: 1/8" = 1'-0"MATCH LINE - MATCHTO SHEET #####JV1
1
JV2
1
RT
1
NS
1
RT
1
MATCH LINE - MATCH
TO SHEE
T
####MATCH LINE - MATCH TO SHEET #####SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
AC
2
RT
1
AC
1
MP
3
QTY. 2
PR1PR1PR2PR1PR2QRACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 7-B
L1.10
PLANTING DETAIL AREA 7-B
SCALE: 1" = 10'-0"
MATCHLINE - MATCH TO SHEET ####
IVJD
3
IVJD
3
PM
5
IVJD
3
PM
1
AAB
3
VCO
3
CA
3
MP
3
IVJD
3
MATCH LINE - MATCH TO SHEET ####PR1
1 PR2
2
PR1
2
VCO
5
VCO
3
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
AAB
5
PM
2
SSPB
6
JV1
1
AC
1
AC
1
QTY. 1 QTY. 2
UPWELLER
VCO
2
SLL
3
SLL
3
SLL
3
SLL
3
SALT MARSH RESTORATION AREA
SP
500 JG
315
*QBQBQRACCENT MODULE - 1 ACCENT MODULE - 2 ACCENT MODULE - 3
LS
2
ECP
1
AS
3
LS
2
ECP
1
AS
3
RH
3
ED
5
LC
3
AD
1
LC
3
PFA
2
DP
3
GP
9
ACCENT MODULE - 4
PS
1
RT
1
IO
1
MG
1
RT
1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 8
L1.11PLANTING DETAIL AREA 8
SCALE: 1" = 10'-0"MATCH LINE - MATCHTO SHEET####QB
1
JV2
2
JV1
3
QB
1
LP
7
MP
5
SLL
7
MP
3
SLL
5
LP
7IVS
3
SLL
7
SLL
9
LP
7
LP
7
IVS
3
MP
3
SLL
5
LP
7
SLL
7
LP
7
IVS
3
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
AC
1
AC
2
AC
1
QR
1
NS
2
QTY. 2 QTY.2 QTY.3 QTY.2
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA - 9
L1.12PLANTING DETAIL AREA 9
SCALE: 1" = 20'-0"
VCO
3 PS2
3
MP
5 VCO
3
PS1
2
MAT
C
H LI
NE -
M
AT
C
H T
O S
HEET ####MATCH LINE - MATCH TO SHEET #####
SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
JV2
3
IG
5
IG
9
IG
5PS1
1
VCO
3
*
*
A A
AA
A
A
B B
B
B
B
B
C
C
C
C
C
C
C QBQBQRA
B
C
C
C
A
B
B150°155
°
160°132°152
°
152
°
152
°
1
6
0
°126°126°MODULE 10-A
20'
MODULE 10-B
20'
MODULE 10-C
20'
CA
1
OR
3
IG
1
OR
3
OR
3
KAPL
3
IG
1
KL
1
IVS
1
OC
3
VD
1
OC
3
VCO
1
VA
3
AV
3
OR
3
LB
1
VA
2
IVJD
3
STABILIZED AGGREGATE PATH STABILIZED AGGREGATE PATH
STABILIZED AGGREGATE PATH
ACCENT MODULE - 3
PFA
2
DP
3
GP
9
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
12/1/22
DATE
DESIGNED BY:
10056
CHECKED BY:
BETA JOB NO.:
ISSUE DATE:
DRAWN BY:
REVISIONSNO.
TITLE
PROJECT
PREPARED BY
West Yarmouth, MA
YARMOUTH
RIVERWALK
PARK
AKP/ALG
For Review Only
10 0 10
SCALE IN FEET: 1"=10'
20AS SHOWN
AWG
AWG
REGISTERED PROFESSIONAL
NOTICE OF INTENT PLAN SET -
RIVERWALK PARK & EVENT SPACE
REGISTERED PROFESSIONAL
PLANTING DETAIL
AREA 10
L1.13
PLANTING DETAIL AREA 10
SCALE: 1" = 50'-0"
PLANTING DETAIL AREA 10 - MODULES
SCALE: 1" = 5'-0"
CR
1
JV1
1
JV1
1
QB
1
JV1
1
IO
1
QB
1
QB
1
JV1
1
JV1
1
JV1
1
JV2
1
JV2
2
MATCH LINE - MATCH TO SHEET #####SEED MIX - TYPE A MAINTAINED GRASS AREA
SEED MIX - TYPE B NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR DRY
SITES
SEED MIX - TYPE C NEW ENGLAND EROSION CONTROL/ RESTORATION MIX FOR
DETENTION BASINS AND MOIST SITES
SEED MIX - TYPE D LOGGING ROAD MIX
SEED MIX - TYPE E ROADSIDE WET MEADOW MIX
SEED TYPE LEGEND
JV2
2
JV2
1
PS1
3
JV2
1
VCO
2
AC
1
KL
2
VCO
3
KL
2
QB
1
VCO
3
AC
1
LL
1
JV2
1
QTY. 5