HomeMy WebLinkAbout01 Stormwater PlansDrawing Index
C.2.8 –Clearing, Demolition & Perimeter Erosion Control Plan -1
C.2.9 –Clearing,Demolition & Perimeter Erosion Control Plan -2
C.7.6 –Site Details –6
C.6.1 –Grading & Drainage –1
C.6.2 –Grading & Drainage –2
C.6.3 –Grading & Drainage Enlargement –1
C.6.4 –Grading & Drainage Enlargement –2
C.6.5 –Grading & Drainage Enlargement –3
C.6.6 –Drainage Details –1
C.6.7 –Drainage Details –2
C.6.8 –Drainage Details –3
APPENDIX A –SITE PLANS
LOCATION MAP1" = 250' - 0"TOWN OF YARMOUTH, MASSACHUSETTSYARMOUTH RIVERWALK PARKSTORMWATER MANAGEMENT PERMITAPPLICATION - PLAN SETNOVEMBER 2022ProjectLocationPLAN INDEXDESCRIPTIONSHEET NO.G.1G.2G.3C.1.1 - C.1.2C1.3 - C1.4C.1.3 - C.1.9C.2.1 - C.2.7C.3.1 - C.3.2C.3.3C.3.4C4.3C4.4C.5.1 - C.5.2C.5.3 - C.5.4C.6.1 - C.6.5U.1.1U.2.0U.3.0C.7.1 , C.7.6C.7.7C.7.8 - C.7.10A.1 - A.3P.0.1-P.1.0H.0.1E.0.1-E2.2S.1.1S.1.2-S.1.4S.2.1-S.2.4S.2.5S.2.6S.2.7L1.1 - L1.2L1.3 - L1.13L.2.1U.1.1TOWN OF YARMOUTH1146 ROUTE 28SOUTH YARMOUTH, MA 02664TOWN ADMINISTRATORROBERT L. WHRITENOUR, JR.ROUTE 28PREPARED BY:ISSUE DATE: 11/17/2022PROJECT LOCATIONCOVERGENERAL NOTESLEGEND AND ABBREVIATIONSEXIST CONDITIONS PLAN 1-2EXISTING CONDITIONS & SITE PREPARATION PLAN 1-2EXISTING CONDITIONS PLAN - 1-7 OMITTEDSITE PLAN PREPARATION PLAN - 1-7OMITTEDRIVERFRONT AREA IMPACT PLAN - 1-2 OMITTEDSALT MARSH AREA IMPACT PLAN OMITTEDLAND SUBJECT TO COASTAL STORM FLOWAGE (LSCSF) IMPACT PLAN OMITTEDSITE SECTIONS - 1 OMITTEDSITE SECTIONS - 2 OMITTEDMATERIALS AND LAYOUT PLAN - 1-2ENLARGEMENTS - 1-2 OMITTEDGRADING & DRAINAGE PLANS 1-5SITE UTILITY PLANSITE UTILITY DETAILS OMITTEDRESTROOM PUMP CHAMBER - DETAIL OMITTEDSITE DETAILS - 1 & 6 OMITTEDEROSION CONTROL DETAILSDRAINAGE DETAILS - 1-3ARCHITECTURAL DRAWINGS OMITTEDPLUMBING DRAWINGS OMITTEDHVAC DRAWING OMITTEDELECTRICAL DRAWINGS OMITTEDOVERALL BOARDWALK PLAN OMITTEDBOARDWALK - PROFILE - 1-3 OMITTEDBOARDWALK - DETAILS - 1-4 OMITTEDBOARDWALK DETAILS - 5 - PEDESTRIAN BRIDGE OMITTEDBOARDWALK DETAILS - 6 - KAYAK LAUNCH EXISTING CONDITIONS OMITTEDBOARDWALK DETAILS - 7 - KAYAK LAUNCH OMITTEDPLANTING PLAN OVERALL - 1-2 OMITTEDPLANTING DETAIL AREAS 1-10 OMITTEDPLANTING DETAILS - 1 OMITTEDSITE UTILITY PLAN - 1PARKERS RIVERREGISTERED PROFESSIONALDATE11/17/2022CRITICAL ELEVATIONS HIGH TIDE LINE (HTL) - ELEV. 2.91 MEAN HIGH WATER (MHW) - ELEV. 2.05 MEAN LOW WATER (MLW) - ELEV. -0.7 LOWEST ASTRONOMICAL TIDE (LAT) - ELEV. X.XX*DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION(NOAA)LIMIT OF VILLAGECENTER OVERLAY DISTRICTNANTUCKET SOUNDUNDERLYING ZONING MAPSCALE: NOT TO SCALEMA-ROUTE 28ZONE R-25LIMIT OF HOTEL/MOTELOVERLAY DISTRICT (HMOD1)ZONE B2
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
NONE
AWG
AWG
REGISTERED PROFESSIONAL
PERMITTING
REGISTERED PROFESSIONAL
11/10/2022
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 TOWN OF YARMOUTH
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.
CRITICAL ELEVATIONS
HIGH TIDE LINE (HTL) - ELEV. 2.91
MEAN HIGH WATER (MHW) - ELEV. 2.05
MEAN LOW WATER (MLW) - ELEV. -0.7
LOWEST ASTRONOMICAL TIDE (LAT) - ELEV. X.XX
*DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
(NOAA)
11/17/2022
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
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
NONE
AWG
AWG
REGISTERED PROFESSIONAL
PERMITTING
REGISTERED PROFESSIONAL
11/10/2022
LEGEND AND
ABBREVIATIONS
G.3
11/17/2022
NUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
EXISTING CONDITIONS
PLAN - 1
C.1.1
PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 2811/17/2022
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
EXISTING CONDITIONS
PLAN - 2
C.1.2PARKER'S RIVER
MARSH
WOODED
AREA
WOODED
AREA
WOODED
AREA
11/17/2022
NC.1.3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
C.1.3
PROP. SILT
FENCE (TYP.)
PROP. EQUIPMENT STORAGE AREA
AND EMPLOYEE PARKING, CLEANING &
FUELING OF VEHICLES SHALL BE
LIMITED TO THIS AREA
PROP. TEMP.COMPOST
FILTER TUBE CHECK DAMS
PHASE I
LIMIT LINE
PHASE I LIMIT LINE
PHASE I
LIMIT LINE
PROP. STAGING
AREA FOR
KAYAK LAUNCH
PROP. SEDIMENT
CONTROL DEVICE -
COMPOST FILTER TUBE;
SEE DETAIL (TYP.)
PROP. SEDIMENT CONTROL
DEVICE - COMPOST FILTER
TUBE
PROP. SEDIMENT CONTROL
DEVICE - COMPOST FILTER
TUBE; SEE DETAIL (TYP.)
PROP. TEMP. SEDIMENT BASIN - PHASE II
STORAGE VOLUME - 18,000 CUBIC FEET
ACCESS TO EXIST.
UPWELLER SITE SHALL BE
MAINTAINED
R&D EXIST. BIT.
PAVEMENT
CLEARING IN THIS AREA
SHALL OCCUR IN PHASE II
OF CONSTRUCTION
PROP. LIMIT OF
CLEARING (TYP.)
PROP. STAGING
AREA FOR
BOARDWALK
MATCHLINEPROP. 20'x50'
CONSTRUCTION
ENTRANCE
TRACKING PAD
TRACKING PADS TO
REDUCE IMPACT OF
CONSTRUCTION
AREA
PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 28PROP. SEDIMENT CONTROL
DEVICE SHALL FOLLOW EXIST.
VEGETATION LIMITS
INITIAL FILL
ZONE FOR PROP.
RESTROOM
FACILITY
PROP TEMPORARY ACCESS ROAD TO
STAGING AREAS - ELEV. 6.8±
N/F
TOWN OF YARMOUTH
669 ROUTE 28
ASSESS. MAP 32
PARCEL ID: 32/122
DEED BK 4985
PAGE 181
23.32 ACRES
PROP. OVERFLOW FROM
SEDIMENT BASIN
TRACKING PADS TO
REDUCE IMPACT OF
CONSTRUCTION IN
THIS AREA
TEMP. SOILS (A&B)
STOCKPILE LOCATION
FLOATING SILT
FENCE
DUMPSTER FOR RESTROOM FACILITY
CONSTRUCTION DEBRIS/WASTE
EXISTING CONDITIONS
& SITE PREPARATION
PLAN - 1
11/17/2022
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
C.1.4
EXISTING CONDITIONS
& SITE PREPARATION
PLAN - 2
GENERAL NOTES:
1.OWNER / APPLICANT: TOWN OF YARMOUTH, 1146 ROUTE 28, YARMOUTH, MASSACHUSETTS
2.PREPARED BY: BETA GROUP, INC. 315 NORWOOD PARK SOUTH, 2ND FLOOR, NORWOOD, MASSACHUSETTS
02062. PHONE: 781-255-1982
SITE PREPARATION NOTES:
1.TOTAL FILL REQUIRED FOR SITE IMPROVEMENTS IS APPROXIMATELY 9,000 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 AREA FOR
STORMWATER 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 IN AREAS TO BE USED FOR STORMWATER RETENTION, DETENTION AND
INFILTRATION IS 2.0 FEET. THUS, ESTIMATED SEASONAL HIGH GROUNDWATER (ESHGW) LEVELS USED IN
THE DESIGN OF THE STORMWATER FEATURES WERE 4-7 INCHES HIGHER THAN THE MOTTLING.
3.THE EXISTING AND PROPOSED VEGETATION AND GROUND SURFACES AND THEIR ASSOCIATED RUNOFF
CO-EFFICIENT CAN BE FOUND 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 10.8 ACRES. BASED ON THE LINEAR NATURE OF THE PROPOSED DEVELOPMENT, THE
PROPOSED EROSION CONTROL AND SEQUENCING WILL BE SPECIFICALLY DESIGNED TO MINIMIZE THE
MAXIMUM EXPOSED SURFACE AREA AND PROVIDE AN OPPORTUNITY TO CAPTURE RUNOFF INSIDE THE
DEVELOPMENT AREA AND MINIMIZE THE POTENTIAL FOR DISCHARGE TO THE PARKER'S RIVER. THE
SEQUENCING WILL BE AS FOLLOWS:
a.PHASE I CONSTRUCTION
i.SET ALL PERIMETER EROSION CONTROL MEASURES FOR THE SITE.
ii.ESTABLISH LAY DOWN AND STAGING AREA FOR EQUIPMENT AND EMPLOYEE PARKING IN THE EXISTING AREA BEING
USED BY 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 FOR ALL 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, INCLUDING VEGETATIVE STABILIZATION OF SHOULDERS.
vi.CLEAR ALL VEGETATION, AS SHOWN ON THE SITE PREPARATION PLAN AND GRUB AREAS WITHIN THE LIMITS OF
PHASE I AREA TO BE ALTERED.
vii.PLACE FILL FOR RESTROOM FACILITY WHILE MAINTAINING CONSTRUCTION STAGING AND LAYDOWN AREA,
INCLUDING TEMPORARY VEHICULAR ACCESS TO STRUCTURE AREA.
viii.CONSTRUCT RESTROOM FACILITY COMPLETE, INCLUDING ALL UTILITIES AND INFILTRATION SYSTEM
ix.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
WATERSHED AREA 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
PARKING LOT.
xv.PROVIDE VEGETATIVE COVER ON ALL EXPOSED SLOPES ALONG THE ENTRANCE DRIVEWAY.
xvi.OPEN FLOW INTO INFILTRATION SYSTEM 1.
b.INITIATE PHASE II CONSTRUCTION
i.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
MATERIAL REMOVED TO ROUGH GRADE AREA FOR DEVELOPMENT WEST OF PARKING LOT BETWEEN PAVEMENT
AND THE RIVER.
iii.SET BASE LAYERS FOR POROUS PAVEMENT
iv.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.MATCHLINEPROP. EROSION
CONTROL; SEE
DETAIL (TYP.)
PROP. LIMIT
OF CLEARING
(TYP.)
PROP. EROSION
CONTROL; SEE
DETAIL (TYP.)
PROP. LIMIT OF
CLEARING (TYP.)
PROP. LIMIT
OF CLEARING
(TYP.)
PROP. PROTECTIVE
FENCING FOR EXIST.
VEGETATION (TYP.)
N/F
TOWN OF YARMOUTH
1146 ROUTE 28
ASSESS. MAP 18
PARCEL ID: 24/92
DEED BK 8979
PAGE 44
122.28 ACRES
MARSH
PARKER'S RIVER
11/17/2022
N4
*
*
*
*
0+00
1+00
2+003+004+00
5+00
6+00
7+008+009+00
10+0011+0012+0013+0014+00
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
MATERIALS AND
LAYOUT PLAN - 1
C.5.1
PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 28PROP. CONCRETE PAD FOR
ARTIST'S SHANTY (STRUCTURE NIC)
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
PROP. NATURAL
PLAY AREA
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. KAYAK LAUNCH
APPROACH
PROP. KAYAK LAUNCH
GANGWAY
PROP. KAYAK LAUNCH
FLOAT
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. BIKE RACK - DOUBLE (TYP.)
PROP. BENCH WITH
COMPANION SEATING (TYP.)
PROP. BENCH WITH
COMPANION SEATING (TYP.)
PROP. TRASH RECEPTACLE (TYP.)
PROP. STABILIZED
AGGREGATE - TRAIL, TYPE 2
PROP. INFILTRATION
BASIN NO. 3
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
PROP. POROUS ASPHALT (TYP.)
PROP. EVENT SPACE
11/17/2022
126°UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
MATERIALS AND
LAYOUT PLAN - 2
C.5.2
PROP. BOARDWALK
PROP. BOARDWALK -
APPROACH PATH
PROP. BOARDWALK -
APPROACH PATH
PROP. PEDESTRIAN BRIDGE
PROP. BENCH LOCATION (TYP.)
PROP. STABILIZED
AGGREGATE - TRAIL
PROP. STABILIZED
AGGREGATE - TRAIL
PROP. LIMIT OF
CLEARING (TYP.)
PARKER'S RIVER
MARSH
WOODED
AREA
WOODED
AREA
PROP. BENCH WITH
COMPANION
SEATING (TYP.)
11/17/2022
N4
*
*
*
*
0+00
1+002+003+004+00
5+00
6+00
7+008+009+00
10+0011+0012+0013+0014+00
8
7
688
1
0
6
7
6
7
6 99
6
9
6
56756777
6
7 6
6
7
5
76
6 7
7 6 5
6765567
68684
6 7 8
8
1
05
8 77 87
7
5 76 677
778777
5
9
76543
654
7
65
6 5
8
68911
10
9
11109810119
67
1
0
6
6
8 6
109 87 1175
6 5 4 4
5
8
888
87
87
777
7 7
7
8
8 87
8
9
8
7
7
7
76 8
89811
6
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
20 0 20
SCALE IN FEET: 1"=20'
40
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
C.6.1
GRADING &
DRAINAGE PLAN - 2
PARKER'S RIVER
PARKER'S RIVER
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.MA-ROUTE 28LIMIT OF SALT
MARSH (TYP.)
TO BOARDWALK
PROP.
INFILTRATION
BASIN NO. 3
PROP. KAYAK
RENTAL KIOSK
EXIST.
UPWELLER
PROP. INFIELD
TRENCH NO. 2
PROP. RESTROOM
FACILITY FFE 12.0
PROP. INFILTRATION
SYSTEM NO. 1
EXIST. PROPERTY
LINE (TYP.)
PROP.
PUMP
STATION
EVENT
SITE
PROP. INFIELD
TRENCH NO. 2
WOODED
AREA
PROP. INFILTRATION
SYSTEM NO. 2
1
11/17/2022
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
C.6.1
GRADING &
DRAINAGE PLAN - 2
C.6.2
PARKER'S
RIVER
M.L.W.
ELEV. = -0.7"
M.H.W.
ELEV. = 2.05'
WOODED
AREA
LIMIT OF
SALT MARSH
WOODED
AREA
EXIST.
TREELINE
(TYP.)
MARSHZONE
AE
(EL 12)ZONE A
E
(EL 13)ZONE AE(EL 12)ZONE AE(EL 13)MARSH
C.6.2
11/17/2022
0+00
1+00
2+003+00
4+00
5+00
6+00
8
8.40
8.40
8.40
9.07
9.07
9.07
8.40
TC 8.25
8.40
INSPECTION MANHOLE 1
RIM 8.60
INV IN 5.5
INV OUT 5.5
PROP. OUTLET CONTROL STRUCTURE 1
RIM 6.8 INV. 5.5
PROP. OUTLET W/
TIDE GATE
INFILTRATION SYSTEM NO. 1
INV. 5.5
8.08
7.75
7.58
7.85
INV 5.5
5.3
5.3
5.3 INV 5.3
5.5
INSPECTION MANHOLE 2
RIM 8.50
INV IN 5.5
INV OUT 5.5
6
7
99
6
9
6
77
6
7
6
6
7
5
76
6
7
7
6
5
67
6
5567
64
6
7
8
8
7
65
8
12" HDPE
87
8
7
8
8 87
8
9
8
7
7
7
76
8
89811
10
9
8
7
6
7.34
7.56
BC 7.72
TC 7.97
8.00
7.81
7.90
7.83
7.51
7.53
7.79
8.54
8.43
8.55
8.43
8.18
8.06
INV 5.5
BC 8.70
TC 8.95BC 8.70
TC 8.95
BC 8.70
TC 8.95
BC 8.28
TC 8.78
8.83
7.68
7.63
7.56
BC 7.10
TC 7.60
7.59
7.64
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
20 0 20
SCALE IN FEET: 1"=20'
40
GJ
GJ
REGISTERED PROFESSIONAL
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
GRADING &
DRAINAGE -
ENLARGEMENT
PLAN - 1
C.6.3MATCHLINE - MATCH TO SHEET C.6.4MA - ROUTE 28IMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDE
WASTEWATER COLLECTION SYSTEM & WATER RESOURCE
RECOVERY FACILITY. WASTEWATER PUMP STATION
(PROPOSED) THIS LOCATION CURRENTLY IN FINAL DESIGN.
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.
11/17/2022
4
*
5+00
6+00
7+008+009+00
10+0011+00
7
7.10
7.3 7.3
7.3 7.3
7.50 7.50
7.50 7.50
7.1
7.1
7.17.1
7.50
7.50
7.10
7.55
7.50 7.50
7.50 7.50
7.17.10
7.50
7.50
7.10
7.10
7.28
7.50
7.55
7.55
6.15
9.07
TC 8.25
8.40
7.10
7.03
7.43
7.43
7.43
TC 7.50
PROP. CURB
INLET
BC 7.10
TC 7.50
7.82
7.20
AREA DRAIN 1
RIM 8.75
INV IN 5.75
INV OUT 5.75
7.10
7.10
7.10
7.20
7.90
7.20
6.80
7.25
7.20
6.856.80
6.80
6.15
6.80
6.90
6.88
7.50
7.28
7.55
TC 7.80
TC 7.80
7.89
7.96
7.89
8.30
8.42
8.22
8.10
6.80
6.74
INSPECTION MANHOLE 1
RIM 8.60
INV IN 5.5
INV OUT 5.5
7.55
7.26
7.26
7.26
AREA DRAIN 5
RIM 7.0
INV OUT 6.0
7.55
7.55
7.26
7.55
7.50
7.50
7.50
PROP. OUTLET CONTROL STRUCTURE 1
RIM 6.8 INV. 5.5
PROP. OUTLET W/
TIDE GATE
INV. 4.0
INV. 5.5
7.28
7.28
7.28
7.28
INV. 5.0
7.28
7.28
7.28
7.28
7.28
7.28
7.28
7.28
TC 7.80
7.55
TC 7.80
TC 7.80
7.55
INV IN 4.1
INV 5.5
HP
8.25
5.3
INSPECTION MANHOLE 2
RIM 8.50
INV IN 5.5
INV OUT 5.5
6.80
6.65
6.50
6.25
6.35 6.35
10.2
6.72
5.90 8" HDPE2 - 8" DI
12" HDPE91
0
7
6
5567
68684
671
0
6
6
8
4
8 77 887
6
6 67
75 765
6 5
8
68911
10
9
11109810119
6
7
8
9
1
0
6
6
7
8
4
6
4" PERF.
4" PER
F
.
4" PE
R
F.
4" PERF.4" PERF.4" PERF.4" PERF.AREA DRAIN 2
RIM 6.75
INV OUT 6.25
AREA DRAIN 3
RIM 6.75
INV IN 6.25
INV OUT 6.25
10
9
8
7 1110987AREA DRAIN 4B
RIM 6.75
INV IN 6.25
INV OUT 6.25
7
5 4
PROP. INFIELD TRENCH - 2
6 5 4 4
5
8
888
87
7 7
7
BC 8.70
TC 8.95
PROP. CURB
INLET
BC 7.10
TC 7.50
AREA DRAIN 4A
RIM 6.75
INV IN 6.25
INV OUT 6.25
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
20 0 20
SCALE IN FEET: 1"=20'
40
GJ
GJ
REGISTERED PROFESSIONAL
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
GRADING &
DRAINAGE -
ENLARGEMENT
PLAN - 2
C.6.4MATCHLINE - MATCH TO SHEET C.6.3MATCHLINE - MATCH TO SHEET C.6.511/17/2022
*
*
*
*
12+0013+0014+00
6.15
7.10
7.10
7.50
7.50
6.80
6.80
7.20
7.277.35
7.45
7.25
PROP. OUTLET CONTROL STRUCTURE 2
RIM 7.00
INV. EL. 4.65 12" OUT
36" SPILLWAY INLET
CREST ELEV - 6.25
PROP INFILTRATION BASIN 3
6.75
7.20
7.30
7.40
7.50
7.40
7.30
7.50
7.75
7.20
7.10
7.00
6.90
7.00
7.10
6.90
6.80
7.00
7.75
7.50
7.50
6.80
7.28
7.28
AREA DRAIN 6
RIM 7.20
INV 5.50
TC 7.50
TC 7.60
TC 7.63
INV OUT 5.25
TC 7.90
FFE
7.50
4" PERF.4" PERF.
6
6
7
6567567
6
5
7
5 7777
6
12" FLARED END WITH RIP RAP
INV. ELEV - 4.00
2 SEDIMENT FOREBAYS IN SERIES
STORAGE VOL. 100 CU. FT./MIN.
TOP OF BASIN
ELEV. 7.25
4" PERF.4" PERF.777
7
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
20 0 20
SCALE IN FEET: 1"=20'
40
GJ
GJ
REGISTERED PROFESSIONAL
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
GRADING &
DRAINAGE -
ENLARGEMENT
PLAN - 3
C.6.5MATCHLINE - MATCH TO SHEET C.6.411/17/2022
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
EROSION CONTROL BARRIER - TYPE 212" 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 - TYPE 1
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
4'MIN.FLOAT
WIDTH AS
REQUIRED
GALVANIZED
STEEL
TURNBUCKLE
GALVANIZED
STEEL POST
ANCHOR
12"FLOATING SILT FENCE
EROSION &
SEDIMENT
CONTROL DETAILS
C.7.7
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
AS SHOWN
GJ
GJ
REGISTERED PROFESSIONAL
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/2211/17/2022
SCALE:AREA DRAIN1" = 1'-0"12"x12" NDS AREA DRAIN,SEE PLAN FOR LOCATION ANDRIM ELEVATIONSDRAIN PIPE,SEE PLAN FOR PIPESIZE AND INVERTELEVATIONS6"6"MIN.LOAM & SEEDCOMPACTEDCRUSHEDSTONE BASECLASS 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 ENDSDRAINAGEDETAILS - 1INFILTRATION SYSTEM NO. 2 - RESTROOM FACILITYUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKPFor Review Only80SCALE IN FEET: 1"=40'4004020020SCALE IN FEET: 1"=20'40404SCALE IN FEET: 1"=4'810010SCALE IN FEET: 1"=10'20NONEAS SHOWNGJGJREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050200SCALE IN FEET: 1"=100'1000100160SCALE IN FEET: 1"=80'80080STORMWATER APPLICATIONPERMIT - PLAN SETREGISTERED PROFESSIONAL11/18/22C.7.811/17/2022
INFILTRATION SYSTEM NO. 1 - ACCESS DRIVEWAY TREATMENT SYSTEMINSPECTION MANHOLEOUTLET CONTROL STRUCTURE AT INFILTRATION BASIN (1 & 3)PLANFRONT ELEVATIONSECTIONCHECK DAM CROSS SECTIONDRAINAGEDETAILS - 2UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKPFor Review Only80SCALE IN FEET: 1"=40'4004020020SCALE IN FEET: 1"=20'40404SCALE IN FEET: 1"=4'810010SCALE IN FEET: 1"=10'20NONEAS SHOWNGJGJREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050200SCALE IN FEET: 1"=100'1000100160SCALE IN FEET: 1"=80'80080STORMWATER APPLICATIONPERMIT - PLAN SETREGISTERED PROFESSIONAL11/18/22C.7.911/17/2022
EDGE INFILTRATION TRENCHPOROUS PAVEMENT2"4"Ø PERFORATED PIPE4"Ø SOLID PIPEFILTER FABRIC2'2'34" AGGRGATE1 12" AGGREGATE MASSHIGHWAY SPECINFIELD TRENCH 1 - DETAILINFIELD TRENCH 2 - DETAILPERIMETER DRAIN DETAIL AT RESTROOMOUTFALL DETAILCURB INLET DETAILSECTION A-APLANAAAXONDRAINAGEDETAILS - 3UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALEDATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKPFor Review Only80SCALE IN FEET: 1"=40'4004020020SCALE IN FEET: 1"=20'40404SCALE IN FEET: 1"=4'810010SCALE IN FEET: 1"=10'20NONEAS SHOWNGJGJREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050200SCALE IN FEET: 1"=100'1000100160SCALE IN FEET: 1"=80'80080STORMWATER APPLICATIONPERMIT - PLAN SETREGISTERED PROFESSIONAL11/18/22C.7.1011/17/2022
NYH
YH
YH YH
*
*
*
*
YH
HYD
LOAD CENTER
FOR STAGE
ELECTRICAL SERVICE TO
PROP. KAYAK KIOSK
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
RESTROOM PUMP
CHAMBER, SEE DETAIL
INFILTRATION SYSTEM NO. 2
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
S3-LP-B
REMOVE EXIST. UTILITY POLE,
DISCONNECT ELECTRICAL SERVICE
REMOVE EXIST. UTILITY POLE,
DISCONNECT ELECTRICAL SERVICE
EMH NO. 1
INFILTRATION SYSTEM NO. 1
PROP. UTILITY POLE TO RECEIVE
ELECTRICAL SERVICE ON
COURTLAND WAY
S3-LP-B
S3-LP-B
S3-LP-B
S3-LP-B S3-LP-B
S3-LP-B
S3-LP-B
S3-LP-B
S3-LP-B
S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-A S1-LP-A S1-LP-A S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-A S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-A S1-LP-A S1-LP-A S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-AS1-LP-A
S1-LP-A
S1-LP-A
S1-LP-A S1-LP-A
S1-LP-A
S1-LP-A
S1-LP-AS1-LP-A
S1-LP-AS1-LP-A
S1-LP-A
S1-LP-A
PROP. RESTROOM FACILITY
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
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
For Review Only
GJ
GJ
REGISTERED PROFESSIONAL
100
SCALE IN FEET: 1"=50'
50050
STORMWATER APPLICATION
PERMIT - PLAN SET
REGISTERED PROFESSIONAL
11/18/22
SITE UTILITY PLAN
U.1.1
LEGEND
ENCLOSURE / POWER PANEL
SITE LIGHT - TYPE A (S1-LP-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 (S3-LP-B)
NOTE:
REFER TO ELECTRICAL PLANS FOR DETAILS AND DISTRIBUTION.