HomeMy WebLinkAbout669 Rte 28 COMPLETE DRC PACKET - VCOD SPR 2023-1 Riverwalk Park 012423
Yarmouth Riverwalk Park and Event Space
Yarmouth, Massachusetts
669 Route 28
PROJECT NARRATIVE
Prepared by: BETA GROUP, INC.
Prepared for: VCOD VC-1 Site Plan Review, Town of Yarmouth
January 2023
Yarmouth Riverwalk Park and Event Space Project Narrative
Yarmouth, Massachusetts
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PROJECT OVERVIEW
The Riverwalk Park depicted in this plan set is the culmination of over a decade of community outreach
and planning work, and the filing of the permitting plans re presents a significant milestone on the path to
construction of the project. The Town is proposing to redevelop the Town-owned former Drive-In Theater
site located at 669 Route 28 and a portion of the adjacent un-numbered lot to the south into a Riverwalk
Park and Event Space for use by residents and visitors (the Project). The Project seeks to improve the
existing property through restorative plantings and providing diverse and immersive passive and active
recreation opportunities, with public amenities, organized around a large, open grass Event Space. A
critical, non-recreational element of the park is Wastewater Pump Station #3, located near route 28, east
of the park drive. The collection network and pump station will serve to improve water quality and pump
the collected wastewater from a large are a of the community to the treatment plant.
The over-arching purpose of this Project is to provide accessible outdoor recreation opportunities to the
public, create a new event space for the Town and to restore the degraded waterfront. The Town seeks
to embrace and expand the natural beauty of Cape Cod by restoring the underutilized and degraded
property to provide new habitat and a scenic, park space with visual and physical access to the water, for
both residents and tourists alike. The Project will provide facilities tha t are ADA-accessible, in an area of
town that is connected to public transit, with pedestrian and bicycle infrastructure. The Project seeks to
expand outdoor recreation for the public, and help the community realize the physical and mental health
benefits derived from green space. The project is also intended to be help ignite private sector interest,
visitation, and foster revitalization of the Rte. 28 Village Center District.
The “Site” subject to this review is the 23-acre former Drive-In property, # 669 Main St., pa rcel 32/122.
This site in Zoned B-2, within Village Center Overlay Zone, VC-1, with a minimum lot size of 20,000 sf. The
existing parcel 32/122 is 1,015,820 sf . in size and is entirely within the Floodplain: Zone AE BFE
12.00/13.00. The proposed Land Use codes that apply to this site consist of N -3, N-9, N-11 and P-10. It is
important to note improvements proposed to this lot support improvements proposed on the adjacent
Town-owned un-numbered lot to the south, which is zoned R-25. The proposed improvements on the
southern lot consist of a 1,300 lf. elevated boardwalk which may be permitted thru a Special U se Permit
thru the Zoning Board of Appeals (Use Code N-9). This application will be filed with the ZBA in February
2023. A Notice of Intent for the Boardwalk has been submitted and the project was issued an Order of
Conditions from the Conservation Commission on 01.05.2023.
The subject of this application, parcel 32/122 involves the rehabilitation of the currently vacant property
and conversion into a public park, featuring a central four -acre open grass multi-use field (Event Space)
for periodic outdoor events. The space is framed by open field and woodland walking paths. Near the
Parkers River, a nature-based play area for children is planned with play structures and lawn games, along
with related site amenities, shade sails, and space for public art including groupings of artist shanties
displaying work from artists or vendors. Other improvements proposed include a porous paving parking
lot with 88 new parking spaces, site lighting and a seasonal restroom building (1,130 sf), with a small office
space and mechanical room. The design of the park on the former Drive-In site also features a boardwalk
leading to a zero -entry float for launching canoes, kayaks and paddleboards on the Parkers River .
Key project o bjectives include:
• Creation of a park access drive to accommodate daily park users (automobiles, vans, busses) as
well as increased volume of vehicles entering/existing during per iodic special events.
• Creation of emergency vehicle and pedestrian access to/from Courtland Way
• Config uring the park drive to allow vehicles with (roof-top) non-motorized personal watercraft to
access a proposed kayak/paddleboard launch, for ease of drop-off/pick up.
• Providing vehicular parking areas that support visitors that wish to utilize the park walking trails,
nature- based play area, kayak launch and visit the artist shanties.
• Creation of accessible, interconnected walking paths throughout the park and specifically for
access to the elevated boardwalk loop over the salt marsh to the south.
• Establishing for the public both visual and physical access to the Parkers River,
• Creation of a grassed multi-use open area, w/ supporting utilities, for periodic special events.
EXISTING CONDITIONS
The Yarmouth Drive-In formerly operated at the site with a footprint of approximately 7-acres of paved
parking, connected with a wide paved driveway to Route 28. The majority of the paved surface s have
become degraded, broken and crumbled, or are covered with layers of fine sand, with only limited, sparse
vegetation. Since the Drive-In Theater closure, the property has been used by the Town for the temporary
storage of storm debris, as a staging a rea for construction materials related to the nearby Parkers River
Bridge project on Route 28, and for occasional special public events or festivals. Throughout the former
Drive-In property, there are areas of previous disturbance with debris consisting of wood piles, steel, tires,
household rubbish, and marine materials located near the bank of the Parkers River and in wooded areas
around the open area that was the Drive-In Theater Site. Metal, plastic, glass, wire and asphalt can be
found across the open area of the Site, and the foundation of the former Drive-In Theater projector house
is visible. Overgrown-jeep and footpaths are present throughout the woods to the south of the open area .
Limited and undersized utilities exist on site, however there is no wastewater or stormwater management
infrastructure present. Extant infrastructure elements that should be noted are as follows:
• The Town owned Shellfish Upweller facility is near the Parkers River. It consists of a small 5’x8’
wood shingled shed and adjacent stockade fenced area enclosing several wide, shallow tanks and
pumps. The facility has water and electrical power presently which will be disrupted by the
planned park construction. The services will be upgrade and the connections restored as part of
this project.
• Electrical service to the site exists via a series of utility poles and overhead wires , conveying power
to the site from Courtland Way. The electric service is inadequate and will not suppo rt the needs
of the Event Space. A new underground electric service and transformer will be installed as part
of the proposed improvements
• Water service is conveyed to the site via Courtland Way, with existing valves, meter pit, fire
hydrants and waterlines on site. The service will be reconfigured as part of the proposed
improvements.
Portions of the Project will occur within the 100-foot Buffer Zone to resource areas as well as the 35-foot
and 50-foot Buffer Zones regulated by Federal, State, and local regulations. The existing conditions within
large portions of buffer zones generally consists of previously paved/disturbed areas. Portions of the
proposed walking trails are located within the Bylaw 50-foot and 35-foot buffer of salt marsh along the
Parkers River and the Lewis Pond Marsh area to the south. Restoration areas are proposed within these
buffer zones as well as activities associated with upgrading access to the Town-owned upweller facility,
and construction of walking trails.
Yarmouth Riverwalk Park and Event Space Project Narrative
Yarmouth, Massachusetts
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PROPOSED IMPROVEMENTS
The proposed Yarmouth Riverwalk Park and Event Space has been designed to provide both active and
passive outdoor recreational opportunities to residents and visitors alike. Improvements include
pedestrian, bicycle and vehicular access with parking facilities, recreational areas / features, public
amenities, an event space, and landscape restoration. Detailed descriptions of the key project
components follow below.
VEHICULAR ACCESS AND PARKING F ACILITIES
A 1,270+ linear foot paved park access driveway will be provided from the edge of pavement on Route 28
to the proposed southern cul-de-sac. The driveway will be a minimum of 22 feet wide and will expand to
three lanes at the entrance at Route 28. This three-lane configuration will allow for both daily convenience
by separating left and right turning vehicles, and for flexibility during special events (Lanes could be
configured as two entering, one exiting or one entering and two exiting ). The intersection with Main St. is
divided by a landscaped media n. The driveway will include two cul-de-sacs; the first, a northern cul-de-
sac is centered at Station 6+50 and the second, southern cul-de-sac is proposed at the end of the road at
Station 13+00. The driveway design also includes a reinforced turf lane along the eastern limit of the
access driveway from Station 3+00 to Station 6+00 for use as a n expanded ‘flex’ lane during periodic
special events to assist in efficient traffic management. The proposed drive aisle within the parking area
will also be outfitted with five raised crosswalks to ensure safe pedestrian access and circulation within
the park.
The plan proposes eighty-eight (88) 10’-0” wide parking spaces, surfaced with porous pavement, which
are proposed be on either side of the 24’ wide parking lot drive between Stations 7+00 and 12+50. The
number of parking spaces was determined based on a use assessment and park pro gram review, discussed
in more detail in the Project Traffic Assessment and Technical Memorandum.
For additional parking, the western portion of the open grassed area can be configured to accommodate
up to 270 vehicles for special events. Reinf orced turf grass areas approximately 6 feet in width are
proposed on either side of the 8-foot shared use path loop around the Event Space. The combined width
of reinforced turf will provide a nearly 22-foot-wide hardened drive surface for use during the periodic
special events and will allow for emergency vehicles to circulate around the site. The public will not be
allowed to drive on this loop on a typical day as access will be restricted through installation of removeable
bollards along the first cul-de-sac
A reinforced turf lane will also be provided in the north-western corner of the Site, connecting to
Courtland Way for use by emergency vehicles. This access way will be outfitted with a locked barrier gate
to prevent vehicular access the Site from Courtland Way.
A 10-foot-wide stabilized aggregate access path is proposed from the parking area to the existing upweller
This driveway will improve the existing rutted and unstable condition of the current upweller driveway
and will create a turn around and 2-parking space area for operations staff at a greater distance from the
Parkers River than exists today.
BICYCLE AND PEDESTRIAN FACILITIES
Walking Paths - Looping Walkways are proposed throughout the park, including:
• An 8-foot-wide hot-mixed asphalt (HMA) shared use path (SUP) brings both bicycles and
pedestrians into the site from Route 28, along the western side of the park access driveway, then
continue around the grassed/open space area to provide a looped trail, tying back to itself just
south of the restroom building.
• A 6-foot-wide stabilized aggregate walking path is proposed to extend from the northern cul -de-
sac to the kayak launch, ultimately connecting to the 8-foot-wide SUP. This path will travel along
the eastern limit of the Site near the Parkers River and provide access to the artist shanties,
natural play area, and Riverwalk Spur trail.
• Another 6-foot-wide stabilized aggregate walking path is proposed to the south of the 8-foot-wide
SUP into the woods to the south of the event space, eventually branching into two trails that
extend to meet the proposed boardwalk. These trails generally follow the overgrown existing
walking trails within the woods.
• Finally, a 3-foot-wide stabilized aggregate walking path is proposed as a nature path that will
travel along the Parkers River from the natural play area to the kayak launch.
STRUCTURES
Wastewater Pump Station No. 3 - This structure is proposed as part of the larger, phased Town-wide
wastewater project. The design of the Riverwalk Park has been developed in coordination with the
development of the proposed pump station (PS#3). The design of the park’s stormwater management
system accommodates all the anticipated runoff from the pump station building, utility area and driveway.
The pump station is a purpose-built building housing large electrical motors, pumps, switching equipment,
valves, filters and ventilation systems with generators and odor control equipment in the fenced service
yard immediately outside the structure. The pump house is located at the entrance of the park, east of
the entrance drive. The structure is positioned in this location based on design parameters such as the
planned sewer network, wastewater pumping distances and system-wide low-points, which are all factors
that dictate the optimum location for the necessary pumping facilities. The proposed building is
approximately 28 feet high, 42 feet wide and 49 feet wide. The facility will not be open to the public but
will provide a critically important benefit to community water quality and overall environmental health.
A sanitary sewer force main will be installed as part of the planned park improvements, connecting the
proposed restroom to the proposed pump station, eliminating the need for onsite septic treatment.
The pump station building will be built on a deep concrete foundation. The shell is clad in cement fiber
resin trim and gray cement fiber resin clapboard siding, or gray cement fiber shingles as indicated on the
plans. The windows will be aluminum clad wood white, with insulating glass. The roofing will be dark gray
asphalt shingles.
Public Restroom - An ADA-compliant, restroom building with a small office is proposed near the center of
the site. The restroom will be approximately 25 feet wide, 44 feet long, approximately 15 feet high with a
cupola. The building shown in the plan set was designed jointly with Romtec* a company that designs,
engineers, manufactures and supplies prefabricated buildings for an array of applications. The building
for Riverwalk Park project is a standard Romtec building type, then modified to meet the Project needs.
During final design the plans will have additional details added to them and will be finalized and sealed by
the Romtec team architect. This will be required in order for a building permit to be obtained.
*More information is available at https://romtech.com.
Yarmouth Riverwalk Park and Event Space Project Narrative
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Public Restroom (continued) The foundation will be constructed on structural fill, with cast-in-place
concrete frost walls. The restroom structure will be constructed of concrete masonry units (CMU) with
wood trusses and exposed T&G wood roof planks, overlaid on the exterior with architectural asphalt
roofing shingles. Siding will be light gray fiber cement board clapboard siding and trim, with stained
na tural wood cedar shingles accents in the gable ends. Downlights will be installed within the overhangs,
with minimal sconce lighting.
The building will have a small o ffice/storage area , an electrical/mechanical room, men’s restroom (two
toilets and three urinals), and woman’s restroom (five toilets). The restroom will be for seasonal use,
without heating or cooling, but will have an active ventilation system. A new water service will be brought
to the building. Water will be heated with electric tankless w ater heaters. The structure as proposed is
sited upon a built-up, gently shaped landform, with two sets of concrete stairs and a ADA compliant sloped
walk providing access to the building from the surrounding park. The finish floor is set at Elevation 12.00.
Even at this elevated height, the structure will be within the 100-year floodplain (Elevation 13.00). As such
the building will be dry-flood-proofed with stop-log weir flood protection at each exterior doorway . This
manually installed flood protection will extend at a minimum to Elevation 15.00 (two feet above the Base
Flood Elevation). All windows are set above Elevation 15.00.
The sanitary sewer service for this building will be provided in phases. Initially, while the PS#3 is under
construction (separate construction contract) a subsurface 5,000 gallon “tight -tank’ will be installed east
of the restroom which will be pumped on a regular schedule by a contracted sanitary sewer service vendor
until a point in time when the pump station is on-line. In the final condition, wastewater from the
restrooms will be pumped from the ‘tight-tank’ to the new Wastewater Pump Station #3 proposed just
east of the Site entrance drive on Route 28. The Riverwalk Park Project includes the instal lation of the
5,000 gallon ‘tight tank’ and the force main sewer line connection to a termination point just outside the
future pump station. The connection will be finalized upon completion of PS#3.
Artist Shanties – The Project also includes the installation of ten (10) concrete pads, for up to nine 120 sf
temporary artist shanties, so local artisans, craftsmen, vendors can sell their wares. These shanties are
proposed east of the parking area and west of the upweller. The light-weight wood frame structures will
be anchored to the concrete slabs, and will be constructed of approved flood resistant materials,
approved for use in this location. In addition to the shanties, the tenth concrete pad location is provided
for the installation of a kayak launch kiosk of generally the same size and appearance.
RECREATION /AMENITIES
Kayak Launch – East of the southern cul-de-sac is the proposed boardwalk approach to the
kayak/paddleboard float /zero -entry launch. As noted above, the Project proposes installation of a kiosk
for the support of water-based activities, and or kayak and paddleboard rentals. There are nearby grassed
areas for staging outings, flanked with nearby town owned storage racks.
Play Area - A nature-based play area is proposed to the east of the parking area. This play area includes a
over-size swing, two colorful embankment slides, a climbing slope, a pirate ship play structure, 3-foot-
diameter play tunnel, two ADA-Accessible picnic tables and sloped walkways, interesting landforms, and
extensive planting beds.
Site Lighting – Lighting will also be provided primarily through installation of approximately 3 6 ‘Type A’
lights, utilizing the same luminaire as found on the reconstructed Parker’s River Bridge. These are fixtures
associated with the roadway and paths . The plans include 12 ‘Type B’ light fixtures configured with cut -
off optics (dark sky friendly, eliminates light trespass) placed as perimeter lights located at the edge of the
event space. Type B lights will be illuminated only during periodic special events. The ‘Type A’ fixtures will
be installed along the entrance drive and shared-use-path adjacent to the restrooms, and along the
parking area. All fixtures will be LED and operate at 3000k, which emits a warm color light. The lights will
have adjustable power to allow for a (programmable) reduction of output late at night to reduce un-
necessary light.
Related Improvements - The park design features interconnected ADA compliant looping trails, and
walkways, a series of large open areas for flexible use and a series of outdoor “rooms” with space for
public art installations, displays, and exhibits. The Project has also incorporated educational and
interpretive graphic panels for visitors . Additional amenities at the park will include woven fabric shade
structures, seventeen (17) benches scattered throughout the park, five (5) trash receptacles, two multi -
bike racks accommodating six bikes per rack, and three double bike racks.
EVENT SPACE
The proposed large multi-use grass open space will be available to the public for general recreation
however, this area may be used periodically for special events. Vehicular access and egress during these
events were described on the proceeding pages. The location and orientation of a specified “Stage” area
was evaluated and determined based on potential noise impacts to neighbors. Based on this evaluation,
any temporary performance stage will be located near the entrance to the woodland trail, and noise will
be projected toward Route 28. The stage area will be oriented generally to face a 200’ by 200’ primary
audience seating / lawn area. The Event Space has also been designed with electrical panel boards/load
centers to service events, electric receptacles that can be used by food trucks or other vendors, and water
service connections. The overall design leaves space for portable restrooms to be arranged for the
periodic special event spac e.
SITE UTILITIES
The site is presently serviced with electricity and Town water.
Water - The water service connection will be maintained at Courtland Way. However, all new water lines
will be installed, with the main extended to both the proposed restroom mechanical room as well as two
new hydrants. Water service to yard hydrants located on the site will be distributed from the mechanical
room. New water lines will be brought to the existing Upweller.
Electric /Cable/Data - Electric Service will be completely upgraded from the service that exists presently.
Three phase electrical power will be brought into the site from the north side of Main St. It will be routed
thru electrical manholes and carried in several conduits underground to a n above ground transformer
located on the Northwest side of the proposed restroom building. Power will be brought into mechanical
room within the restroom and then redistributed to areas of the site , including two load centers at the
edges of the event space. A new electric feed will be brought to the existing Upweller. Cable/Data wiring
will be brought into the site in a similar manner, following the same route as the electrical service.
Sanitary Sewer - The project proposes a 5,000-gallon sanitary sewer tank with a force -main line installed
underground connecting the restroom to the proposed Wastewater Pump Station No. 3 (PS#3). The tank
will function as a ‘tight-tank’ in the short term until PS#3 is constructed and the treatment plant is on -line,
anticipated to be in 2026-2027. When available the ‘tight tank’ will be equipped with the required
macerator and pump equipment converting it to the Restroom Pump Chamber. Once connected, regular
pumping of the ‘tight tank’ will no longer be required
Stormwater - A comprehensive, low impact Stormwater Management System has been designed for the
Riverwalk Park. The entire site has been graded to direct runoff from impervious surfaces towards the
Yarmouth Riverwalk Park and Event Space Project Narrative
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proposed infiltration basins, following Best Management Practices (BMPs). The design meets all the
requirements of the Massachusetts Stormwater Standards . Once built, there will be a significant reduction
Stormwater (continued) in stormwater peak flow rates and runoff volumes directed towards the river
than presently occurs under the existing , degraded conditions. No runoff from any impervious surfaces as
defined by the Standards will flow untreated towards the Parkers River.
The following Stormwater BMPs have been incorporated into the Project Design:
• The proposed grassed field/open space has been graded to include two low points that will
function as infiltration basins that will collect and treat runoff from the perimeter walkway around
the Site. Pretreatment for these “basins” will be provided by the surrounding grass which will act
as a vegetated filter strip.
• The parking areas surfaced with porous pavement will treat driveway runoff. A collection trench
will be provided at the outside edge to collect excess runoff and direct it into the pavement base.
• An infiltration basin with two forebays is proposed at the southern limit of the southern cul -de-
sac, near Sta. 13+00 to treat runoff from the cul-de-sac, kayak storage area, and rental kiosk.
• A vegetated swale is proposed along the southern limit of access driveway from Sta. 2+50 to 6+00
that will collect stormwater and provide pretreatment prior to discharge into a subs urface
infiltration chamber system that will be located beneath the entrance driveway to treat runoff
from this area.
• A second sub-surface infiltration system is proposed south of the proposed restroom. This system
will treat runoff from the roof of the building and surrounding walkways.
LANDSCAPE
The approach to the Landscape Design of Riverwalk Park was developed with an emphasis on restoring
degraded areas of the site and utilizing native plant materials to re -establish habitat and create a
naturalized park.
Plantings - The project features a diverse pla nting palette. Key plants included in the planting plans are
listed below.
Scientific Name Common Name
Amelanchier canadensis Shadblow
Acer rubrum Red Maple
Betula populifolia Gray Birch
Ilex opaca American Holly
Juniperus virginiana Eastern Red Cedar
Liquidambar styraciflua Sweetgum
Larix laricina American Larch
Nyssa sylvatica Tupelo
Pinus rigida Pitch Pine
Prunus serotina Wild Black Cherry
Pinus strobus White Pine
Quercus bicolor Swamp White Oak
Quercus coccinea Scarlet Oak
Quercus rubra Red Oak
Aronia arbutifolia ‘Brilliantissima’ Red Chokeberry
Azalea viscosum Deciduous Swamp Azalea
Clethra alnifolia Summersweet
Cornus racemosa Gray Dogwood
Ilex verticillata ‘Sparkleberry’ Sparkleberry Winterberry - Female
Ilex glabra Inkberry
Juniperus conferta Shore Juniper
Myrica pensylvanica Northern Bayberry
Prunus maritima Beach Plum
Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla - white
Rhododendron maximum Rosebay Rhododendron
Rosa virginiana Virginia Rose - Pink
Vaccinium corymbosum High Bush Blueberry
Viburnum dentatum Arrowwood Viburnum
Ammophila breviligulata American Beach Grass
Aster divaricatus White Aster
Aster dumosus ‘Professor Kippenburg’ Lavender Blue Aster
Asclepias tuberosa Butterfly Weed
Arctostaphylos uva-ursi Bearberry
Carex appalachica Creek Sedge
Comptonia peregrina Sweet Fern
Dennstaedtia punctilobula Hay Scented Fern
Echinacea purpurea Coneflower
Eupatorium dubium Joe Pye Weed
Juniperus horizontalis Blue Chip Creeping Juniper
Lobelia cardinalis Cardinal Flower
Lupinus perennis Lupine
Liatris spicata Gayfeather
Osmunda cinnamomea Cinnamon Fern
Osmunda regalis Royal Fern
Pennisetum alopecuroides ‘Hameln’ Hameln Fountain Dwarf Grass
Panicum virgatum Switchgrass
Rudbeckia hirta Black Eyed Susan
Schizacharium scoparium ‘Prairie Blues’ Prairie Blue Little Bluestem
Vaccinium angustifolium Low-Bush Blueberry
Yarmouth Riverwalk Park and Event Space Project Narrative
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Site Restoration – Restoration of Riverfront Area (RA) as well as L and Subject to Coastal Storm Flowage
restoration is proposed as part of the Project. All RA Restoration is proposed within existing degraded RA
in accordance with the requirements at 310 CMR 10.58(5). Restoration of these areas includes planting of
native species appropriate for the ecological conditions at the Site.
Previous inspections of the Site revealed e xtensive invasive vegetation growing along the Parkers River,
in previously degraded areas. The Project proposes removing invasive species, including Autumn olive,
(Elaeagnus umbellate ), Bush honeysuckle (Lonicera spp.), Multiflora rose (Rosa multiflora) and Japanese
knotweed (Fallopia japonica) along with others. The construction contractor will be responsible for
providing a detailed Invasive Species Control Plan. It is anticipated that the methods of control will include
mechanical removal, and use of herbicides.
Following removal of the invasive species, these areas will be stabilized with native vegetation, as detailed
on the Project plans.
Salt Marsh Approximately 1,575 sf of salt marsh will be restored along the Parkers River where pavement
will be removed, and the area will be reestablished with salt meadow grass (Spartina patens) and high
tide bush (Iva frutescens).
Landscape Maintenance - The overall design approach to the Riverwalk Park has been to minimize
hardscape improvements along with any c oncentrated rainwater runoff, restore areas previously
modified and degraded by human activity, and augment the restored areas with predominantly native
plant materials throughout the site. After successful plant establishment the majority of the native grass,
perennial, shrub and tree plant material proposed for use on site will not require extensive maintenance.
Certain areas of grass may be cut annually to improve the seed bank and facilitate the identification and
management of any potential invasive plants. Certain grass species may benefit from cutting back by hand
on a yearly basis during the dormant season to improve appearance and re-invigorate growth and spring
‘green-up’.
Areas of maintained grass, such as the Event Space will require regular mow ing as the space is
programmed for events. For maintained grass areas, a cutting height of 3” is recommended. It
may be possible to ‘relax’ a traditional weekly mowing operations during periods of time if
special events are not scheduled. This practice would serve to conserve rainfall and promote
more robust turf -grass root development. Subsequent mowing operations then would be
scheduled well in advance of any event and grass clippings removed. Mulching clippings would
be preferred practice with regular mo wing operations.
Under concentrated use as associated with special events, both spike and core aeration
operations will be required to promote root zone health for all maintained grass areas. The
application of well-aged compost thru top-dressing operatio ns in conjunction with aeration is
recommended. It may be necessary to supplement the above listed practices with fertilization.
A carefully balanced grass care program that includes spring and fall season work as well as
planned incremental applications will help ensure no adverse impacts from supplemental
nutrients to water quality, groundwater and tidal areas. Any fertilizer or lime applications will be
conducted as needed and in accordance with manufacturers recommendations. It is suggeste d
that all work related to the health of the grassed areas occur between mid-April and the end of
October in any given year.
Proper measures to be implemented will seek to limit the adverse impact of insecticides and
pesticides. The presence of these chemicals in stormwater runoff has a direct impact on the health
of aquatic organisms and can present a threat to human health through groundwater
contamination. The major source of these chemicals in stormwater runoff is the application of
products designed to kill insects and weeds in the lawn area. The use of herbicides will be limited to
invasive species control as part of the Invasive Plant management operations and will be by direct
application only rather than broadcast applications. Insecticides will not be used on site.
CONSTRUCTION PHASE
Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan has been provided
as part of the stormwater report and a Draft Stormwater Pollution Prevention Plan (SWPPP) has been
prepared. Erosion and sedimentation controls will be installed and maintained where activities are
proposed adjacent to BVW, IVW, Coastal Beach, Riverfront Area, Salt Marsh, and/or LSCSF. Fencing and
the specified erosion controls will provide a distinct limit of work barrier while preventing silt and
sediments from migrating into or towards the coastal resource areas. These measures include installation
of compost filter tubes and silt sacks (catch basin inlet protection measures). During construction, the
contractor will also be required to minimize airborne particulate matter through dust control to prevent
impacts to public health.
SUMMARY
The proposed Yarmouth Riverwalk Park will create a new waterfront accessible destination for active and
passive outdoor recreation for the public in the Town of Yarmouth. The park will provide a space to hold
periodic special events and contribute to the town’s goal of improving the Village Center and degraded
Riverfront Areas. The Project has been designed to protect resource areas during and following
construction and has avoided and minimized impacts to the greatest extent practical, while still meeting
the Town’s coastal redevelopment goals.
The Project design meets performance standards for all resource areas present within the limit of work,
as set forth in the Wetlands Protection Act and its Regulations at 310 CMR 10.00. Separate permit
applications that have been filed include local Stormwater Management Application, Site Plan Review,
Water quality certification, Notice of Intent filings, USACE Preconstruction Notification and DEP Chapter
91 License. The project has been thru Site Plan Review and comments ha ve been issued. Two NOIs have
been filed, one for the work over resource areas and a separate one for the park. On 01.05.23 the
Conservation Commission issued the Order of conditions for the Boardwalk and the Park site NOI review
is nearing completion and it is anticipated that the issuance of the Order of Conditions for the Riverwalk
Park improvements will occur by the end of February, 2023.
The stormwater management permit was filed in November 2022, along with the extensive supporting
documentation required. It includes information on stormwater flow, discharge volume, design storm
frequencies, soil percolation rates and Hydro CAD runoff calculations. Permanent alteration of Riverfront
Area (RA) and LSCSF be mitigated through restoration of degraded Riverfront Area within the 100 -foot
inner riparian zone with native vegetation, removal of invasive species, and installation of stormwater
management Best Management Practices (BMPs). Mitigation has also been included to offset the Project’s
impacts on wildlife habitat, air quality, water quality, public infrastructure, noise and visual impacts, and
the heat island effect.
LOCATION MAP1" = 250' - 0"TOWN OF YARMOUTH, MASSACHUSETTSYARMOUTH RIVERWALK PARKPLANNING BOARD - VILLAGE CENTER OVERLAY DISTRICTJANUARY 2023ProjectLocationPLAN INDEXDESCRIPTIONSHEET NO.G.1G.2G.3OM.1 - OM.2C.1.1 - C.1.2C.2.1 - C.2.2C4.3C.5.1 - C.5.2C.5.3 - C.5.4U.1.1U.1.2E.1.1E.1.2C.7.1 - C.7.7R.A.1 - R.A.2PS.A.1 - PS.A.2S.2.6S.2.7L1.1 - L1.2L1.3 - L1.13L.2.1APPLICANT: TOWN OF YARMOUTH1146 ROUTE 28, SOUTH YARMOUTH, MA 02664TOWN ADMINISTRATORROBERT WHRITENOURROUTE 28PREPARED BY:ISSUE DATE: 1/19/2023PROJECT LOCATIONCOVERGENERAL NOTESLEGEND AND ABBREVIATIONSOVERALL MASTER PLAN - 1-2EXISTING CONDITIONS - 1-2SITE EROSION CONTROL PLANS - 1-2SITE SECTIONS - 1MATERIALS AND LAYOUT PLAN - 1-2ENLARGEMENTS - 1-2SITE UTILITY PLANSITE UTILITY DETAILS - RESTROOM PUMP CHAMBERSITE LIGHTING PLANSITE LIGHT TYPESSITE DETAILS - 1 - 7ARCHITECTURAL DRAWINGS - 1-2PUMP STATION ARCHITECTURAL DRAWINGS - 1-2BOARDWALK DETAILS - 6 - KAYAK LAUNCH EXISTING CONDITIONSBOARDWALK DETAILS - 7 - KAYAK LAUNCHPLANTING PLAN OVERALL - 1-2PLANTING DETAIL AREAS 1-10PLANTING DETAILS - 1PARKERS RIVERLIMIT OF VILLAGECENTER OVERLAY DISTRICTNANTUCKET SOUNDUNDERLYING ZONING MAPSCALE: NOT TO SCALEMA-ROUTE 28ZONE R-25LIMIT OF HOTEL/MOTELOVERLAY DISTRICT (HMOD1)ZONE B2PROJECT LOCATIONREGIONAL LOCUS MAPSCALE: 1" = 3000'1/2 MILE RADIUSPARKING USE TABLE USESPACES BOARDWALK 22 KAYAK LAUNCH 14 PLAY AREA 14 WALKING PATHS 14 ARTIST SHANTIES 14 EMPLOYEE 10 TOTAL 88GENERAL PROPOSED DEVELOPMENT PLANSBETA GROUP, INC.701 GEORGE WASHINGTON HWY.LINCOLN, RHODE ISLAND 02865PHONE: 401-333-238218'-0"
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. -0.98
*DATA SOURCED FROM NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
(NOAA)
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
NONE
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
1/18/23
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
REGISTERED PROFESSIONAL
NONE
OM.1.1
OVERALL MASTER
PLAN - 1
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
N/F
TOWN OF
YARMOUTH
669 ROUTE 28
ASSESS. MAP 32
PARCEL ID: 32/122
DEED BK 4985
PAGE 181
23.32 ACRES
EXIST. PROPERTY LINE (TYP.)
OM.1.2
OVERALL MASTER
PLAN - 2
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
N/F
TOWN OF
YARMOUTH
669 ROUTE 28
ASSESS. MAP 32
PARCEL ID: 32/122
DEED BK 4985
PAGE 181
23.32 ACRES
EXIST. PROPERTY LINE (TYP.)
N/F
TOWN OF YARMOUTH
1146 ROUTE 28
ASSESS. MAP 18
PARCEL ID: 24/92
DEED BK 8979
PAGE 44
122.28 ACRES
TP2-16TP2-15TP2-14TP2-5TP2-6ATP2-6BTP2-7TP2-8TP2-9TP2-10BTP2-10ATP2-19TP3-1TP3-2TP3-5TP3-4TP3-3TP2-12TP2-4TP2-1320'±34'±30'±15' SIDE YARD SETBACK (TYP.)
52'±35'±15' MINIMUM FRONTYARD SETBACK25' MAXIMUMFRONT YARDSETBACKC.1.1EXISTING CONDITIONSPLAN - 1PARKERS RIVERMA - ROUTE 28 N/FTOWN OFYARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESEXIST. WOODED AREAEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST. PROPERTY LINE (TYP.)EXIST. UPWELLER FACILITYFACILITY FOOTPRINT - 1,250 SQ. FEETEXIST. SNOW FENCECOURTLAND WAYMATCH LINE MATCH LINE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'40040AWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALEXIST.WOODEDAREA15' SIDE YARD SETBACK (TYP.)15' SIDE YARD SETBACK (TYP.)EXIST. PROPERTY LINE (TYP.)EXIST. BOULDERSEXIST. ASPHALT PAVEMENTEXIST. ASPHALT PAVEMENTEXIST. PROPERTYLINE (TYP.)PARKERS RIVER
TP2-15TP2-14TP2-5TP2-6ATP2-6BTP3-2TP3-4TP2-11TP2-12TP2-2TP2-1TP2-4TP2-1320' REAR YARD SETBACK15' SIDE YARD SETBACKPARKERSRIVERN/FTOWN OFYARMOUTH669 ROUTE 28ASSESS. MAP 32PARCEL ID: 32/122DEED BK 4985PAGE 18123.32 ACRESC1.3EXIST. MARSHEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST.WOODEDAREAEXIST. PROPERTY LINE (TYP.)EXIST. SNOW FENCEMATCH LINE MATCH LINE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only80SCALE IN FEET: 1"=40'40040AWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALN/FTOWN OF YARMOUTH1146 ROUTE 28ASSESS. MAP 18PARCEL ID: 24/92DEED BK 8979PAGE 44122.28 ACRESEXIST. BOULDERSEXISTING CONDITIONSPLAN - 2
NTP2-16TP2-15TP2-14TP2-5TP2-6ATP2-6BTP2-7TP2-8TP2-9TP2-10BTP2-10ATP2-19TP3-1TP3-2TP3-5TP3-4TP3-3TP2-11TP2-12TP2-2TP2-1TP2-4TP2-13C.2.1PROP. 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. SEDIMENT CONTROLDEVICE - 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 OFCONSTRUCTIONAREAPARKERS RIVERPARKER'S RIVERMA - RO
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.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050REGISTERED PROFESSIONALSEE SEPARATE NOI FOR PROPOSEDWASTE WATER PUMP STATIONGENERAL PROPOSEDDEVELOPMENT PLANSSITE EROSION CONTROLPLAN - 1
C.2.2GENERAL PROPOSEDDEVELOPMENT PLANSSITE EROSION CONTROLPLAN - 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.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050REGISTERED PROFESSIONALPARKERS RIVER
RESTROOM FACILITY - SECTION
SCALE: 14" = 1'-0"
FINISH
GRADE (TYP.)
PROP. BROOM
FINISH CONC.
STAIR
PROP. CONC.
PAVEMENT
PROP. DRIP EDGE
WITH 6" PERFORATED
UNDER DRAIN (TYP.
BOTH SIDES)
RESTROOM FACILITY
FFE 12.0
REFER TO ARCHITECTURAL
DRAWINGS - SHEETS R.A.1 & R.A.2
PROP. CONC.
PAVEMENT
PROP. STRUCTURAL FILL
EXIST. GRADEEXIST. GRADE
PROP. STAINLESS STEEL
HANDRAIL
PROP. BROOM
FINISH CONC.
STAIR
PROP. STAINLESS STEEL
HANDRAIL
NOTE:
FURNISH AND INSTALL OF ARTISTS' SHANTIES NOT IN CONTRACT.
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
ARTISTS' SHANTY,
SEE SHEET C.7.8
10'
SITE SECTIONS - 1
C4.3
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
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"
R45'-6"
R15'20'10'14'8'60'24'
21
'
-
3
"
8'6'3'18'10'16'32'20' FROM
P
U
M
P
S
T
A
T
I
O
N
TO PROP
E
R
T
Y
L
I
N
E
15' SIDE YARD SETBACK15' SIDE YARD SETBACKEXIST. PROPERTY LINE (TYP.)
15' SIDE YARD SETBACK 15' SIDE YARD SETBACK20' FROM PUMP STATIONTO PROPERTY LINE30' FROM PUMP STATIONTO PROPERTY LINE75' FROMRESTROOM TOPROPERTY LINE15' MINIM
U
M
F
R
O
N
T
Y
A
R
D
SETBACK
25' MAXIM
U
M
F
R
O
N
T
YARD SE
T
B
A
C
K
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
GENERAL PROPOSED
DEVELOPMENT PLANS
MATERIALS AND
LAYOUT PLAN - 1
C.5.1
PARKERS RIVER MA - ROUTE 28PROP. CONCRETE PAD FOR ARTIST'S SHANTY
(SHANTY STRUCTURE NOT IN CONTRACT)
PROP. RESTROOM FACILITY,
SEE SHEETS R.A.1, R.A.2
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. SHARED USE PATH
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. SHARED USE PATH
PROP. HMA PAVEMENT - TYPE 1
PROP. GRANITE
CURB - TYPE 2
PROP. HOT MIX ASPHALT BERM
PROP. 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 (TYP.)
PROP. SITE LIGHT -
TYPE B (TYP.)
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
PUMP STATION NOTES:
IMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDE WASTEWATER
COLLECTION SYSTEM & WATER RESOURCE RECOVERY FACILITY.
WASTEWATER PUMP STATION (PROPOSED) THIS LOCATION IS 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.
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.
REVIEW OF PUMP STATION IS INCLUDED IN THE VCOD SITE PLAN REVIEW.
PROP. SITE
LIGHT - TYPE A
PROP. SITE
LIGHT - TYPE A
PROP. CAMERA
POLE #2
PROP. CAMERA
POLE #1
COURTLAND WAY
PARKING REQUIREMENT CALCULATIONS
TOTAL NUMBER OF SPACES REQUIRED PER VCOD BYLAWS
TOTAL NUMBER OF PARKING SPACES - 88 SPACES
TOTAL NUMBER OF ACCESSIBLE SPACES - 4 SPACES
PROP. WASTEWATER
PUMP STATION
PROP. KAYAK LAUNCH
126°5'
20' REAR YARD SETBACK
EXIST. PROPERTY LINE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
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.)
PARKERS RIVER
MARSH
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
PROP. BENCH WITH
COMPANION SEATING (TYP.)
BOARDWALK AND TRAILS THIS
AREA PERMITTED SEPARATELY -
LOT IS OUTSIDE VCOD REVIEW
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
GENERAL PROPOSED
DEVELOPMENT PLANS
MATERIALS AND
LAYOUT PLAN - 2
TP2-16TP2-15TP2-14
TP2-5
TP2-6A
TP2-6B
TP2-7 TP2-8
TP2-9
TP2-10B
TP2-198+009+00
10+0011+00
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
SHEETLEGEND
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
C.7.1
C.7.1
C.7.1
C.7.1
C.7.1
C.7.1
C.7.1
HMA2
SAV STABILIZED AGGREGATE - VEHICULAR C.7.1
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.)
PROP. CROSSWALK,
SEE DETAIL (TYP.)
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
PROP. BARRIER GATE
EXIST. WOODED AREA
EXIST. UPWELLER
FACILITY
GENERAL PROPOSED
DEVELOPMENT PLANS
ENLARGEMENTS - 1
*
*
11+0012+0013+00
6'-0"L+S
PB
C.5.4
PB
PB
PEASA
PEASA
SW
PEASA
PEASA
PEAHP
L+S
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
"
R14
'
-
6
"
PROP. INFILTRATION
BASIN NO. 3
L+S
10' (TYP.)24'18' (TYP.)5'5' (TY
P
.
)
PROP. REMOVABLE
BOLLARD
PROP. CONCRETE
PAVEMENT
SA
L+S
PB
PB
HOT MIX ASPHALT PATHWAY
HMA1
DETAIL
SHEETLEGEND
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
C.7.1
C.7.1
C.7.1
C.7.1
C.7.1
C.7.1
C.7.1
HMA2
SAV STABILIZED AGGREGATE - VEHICULAR C.7.1
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
1/18/23
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
REGISTERED PROFESSIONAL
PROP. ACCESSIBLE PARKING SPACE (TYP.)
PROP. CROSSWALK, SEE DETAIL (TYP.)
PROP. GRAPHIC
PANEL, TYP.
PROP. KAYAK LAUNCH
EXIST. WOODED AREA
EXIST. WOODED AREA
GENERAL PROPOSED
DEVELOPMENT PLANS
ENLARGEMENTS - 2
N878" HDPE2 - 8" DI12"
H
D
P
EFFE7.504" PERF.4" PERF.68 8
106767699
6965 6 7 56 7
77676675766776567
6
55676
86
8
4678867106685487
7
87 7567
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" HDPE1098711
754654
4588
8
887877777
77
888789877776889811625' MAXIMUM FRONT YARDSETBACK15' SIDE YARD SETBACK
15' SIDE YARD SETBACKEXIST. PROPERTY LINE15' SIDE YARD SETBACK
EXIST. PROPERTY LINE15' SIDE YARD SETBACK15' MINIMUM FRONT YARDSETBACKUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAWGAWGREGISTERED PROFESSIONAL100SCALE IN FEET: 1"=50'50050REGISTERED PROFESSIONALC.6.1PARKERS RIVERWASTEWATER PUMP STATION NOTES:IMPROVEMENTS IN THIS AREA FOR YARMOUTH TOWN-WIDE WASTEWATERCOLLECTION SYSTEM & WATER RESOURCE RECOVERY FACILITY.WASTEWATER PUMP STATION (PROPOSED) THIS LOCATION IS CURRENTLY INFINAL DESIGN. REFER TO THE MASSACHUSETTS EXECUTIVE OFFICE OFENERGY AND ENVIRONMENTAL AFFAIRS NUMBER (EEA) #14659 ANDCORRESPONDING PERMITS RELATED TO THE COMPREHENSIVE WASTEWATERMANAGEMENT PLAN AND SUPPLEMENTAL SINGLE ENVIRONMENTAL IMPACTREPORT.PARK DRAINAGE HAS BEEN DESIGNED TO ACCOMMODATE THE DESIGN OFTHE PUMP STATION. FINAL IMPROVEMENTS IN THIS AREA TO BE PERFORMEDBY OTHERS UNDER A SEPARATE CONTRACT.REVIEW OF PUMP STATION IS INCLUDED IN THE VCOD SITE PLAN REVIEW.PROP. RESTROOM FACILITY,FFE 12.0SEE SHEETS R.A.1, R.A.2PROP. WASTEWATERPUMP STATIONFFE -SEE SHEETS PS.1.1, PS.1.2PROP. INFILTRATION TRENCH NO. 1PROP. INFILTRATION TRENCH NO. 2PROP. INFILTRATION SYSTEM NO. 2PROP. INFILTRATION SYSTEM NO. 1PROP. INFILTRATIONBASIN NO. 3GENERAL PROPOSEDDEVELOPMENT PLANSGRADING & DRAINAGE -1FFE - 14.0
126°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.
20' REAR YARD SETBACK
EXIST. PROPERTY LINE
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
C.6.2
BOARDWALK AND TRAILS THIS
AREA PERMITTED SEPARATELY -
LOT IS OUTSIDE VCOD REVIEW
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
PARKERS RIVER
MARSH
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
GENERAL PROPOSED
DEVELOPMENT PLANS
GRADING & DRAINAGE -
2
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 7.607.597.6425' MAXIMUM FRONT YARD SETBACK15' SIDE YARD SETBACK15' SIDE YARD SETBACK
15' SIDE YARD SETBACKEXIST. PROPERTY LINEEXIST. PROPERTYLINE (TYP.)EXIST. PROPERTY LINE15' SIDE YARD SETBACK15' MINIMUM FRONT YARD SETBACKUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only20020SCALE IN FEET: 1"=20'40AWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALC.6.3MATCHLINE - MATCH TO SHEET C.6.4MA - RO
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.REVIEW OF PUMP STATION IS INCLUDED INVCOD SITE PLAN REVIEW.PROP.WASTEWATERPUMP STATIONGENERAL PROPOSEDDEVELOPMENT PLANSGRADING & DRAINAGEENLARGEMENT PLAN - 1FFE - 14.0
477.107.37.37.37.37.507.507.507.507.17.17.17.17.507.507.107.557.507.507.507.507.17.107.507.507.107.107.287.507.557.556.159.07TC 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
7
6
55676
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 6.251098711
10
98
7
AREA DRAIN 4BRIM 6.75INV IN 6.25INV OUT 6.25754 PROP. INFIELD TRENCH - 26544588
8
887777
BC 8.70TC 8.95PROP. CURBINLETBC 7.10TC 7.50AREA DRAIN 4ARIM 6.75INV IN 6.25INV OUT 6.25PROP. INFILTRATION SYSTEM NO. 215' SIDE YARD SETBACKEXIST. PROPERTYLINE (TYP.)UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only20020SCALE IN FEET: 1"=20'40AWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALC.6.4MATCHLINE - MATCH TO SHEET C.6.3MATCHLINE - MATCH TO SHEET C.6.5
GENERAL PROPOSEDDEVELOPMENT PLANSGRADING & DRAINAGEENLARGEMENT PLAN - 2
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.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review Only20020SCALE IN FEET: 1"=20'40AWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALC.6.5MATCHLINE - MATCH TO SHEET C.6.4
GENERAL PROPOSEDDEVELOPMENT PLANSGRADING & DRAINAGEENLARGEMENT PLAN - 3
*
*
*
*NYH
YH
YH YH
YH
HYD
2" SANITARY SEWER
FORCE MAIN LINE
2" WATER LINE
R&S EXIST. HYDRANT, WATER
METER AND VALVE
RESTORE/UPGRADE WATER & ELECTRICAL
SERVICE TO UPWELLER FACILITY
PROP. RESTROOM PUMP CHAMBER
INFILTRATION SYSTEM NO. 2
PROP. SITE LIGHT, TYPE A (TYP.)
SEE SHEET E.1.1
2" SANITARY SEWER
FORCE MAIN LINE
SANITY SEWER MANHOLE NO. 1
INFILTRATION SYSTEM NO. 1
PROP. CAMERA
POLE #2
PROP. SITE LIGHT, TYPE B (TYP.)
SEE SHEET E.1.1
PROP. RESTROOM FACILITY
PROP. WASTEWATER
PUMP STATION
INFILTRATION TRENCH NO. 2
INFILTRATION TRENCH NO. 1
PROP. INFILTRATION
BASIN NO. 3
GENERAL PROPOSED
DEVELOPMENT PLANS
SITE UTILITY PLAN
U.1.1
LEGEND
YH YARD HYDRANT
HYDRANTHYD
8" WATERLINE
2" WATERLINE
SANITARY SEWER
FORCE MAIN LINE
PARKERS RIVER
PARKERS RIVER MA - ROUTE 28UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
PRECASTCONCRETE RISERSECTION17'-0"PLAN VIEW9'-0"INV. EL.=8.0+PROP. GRADE6'-0"4" PVC TEE16'-0"10'-0"1-1/4"Ø PVC (Sch 80)THREADED PIPINGSLAB EL. 12.010"t LAYER OF CONCRETEFOR BALLAST5'-3"20"1-1/4"Ø SLIDE RAILSYSTEM PUMP CALCULATIONS FLOW RATE ASSUME 30 gpm FORCE MAIN 2" Ø HDPE-650' VELOCITY IN MAIN = 0.067 cfs / 0.0218 sq. ft. = 3.08 ft/sec VELOCITY HEAD = 0.28' FRICTION SLOPE = 0.061TOTAL LOSSES FRICTION 37.5' GATE VALVE 1.0' ELBOWS 0.5' TOTAL LIFT = 8-2.0 = 6' TOTAL LOSS = 45'TOTAL HEAD REQUIRED = 45'PUMP SHOULD DELIVER 30 GPM AT 45'UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALGENERAL PROPOSEDDEVELOPMENT PLANSSITE UTILITY DETAILS- PUMP CHAMBERU.1.1
NA
A
B
B
B
B
B
B
B
A
B
B
B
A
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-A
LP-A
LP-A
LP-A
LP-A
LP-B
LP-BLP-B
LP-B
LP-B
LP-B
LP-B
LP-A
LP-A
LP-B
LP-B
LP-A LP-A LP-A
LP-A
0.7
0.5
0.5
1.1
1.8
0.9
0.5
0.6
1.1
2.1
2.2
2.0
1.5
0.7
0.4
0.4
0.8
1.5
2.1
1.7
1.8
1.0
0.6
0.3
0.3
0.5
0.9
1.6
1.2
1.1
0.7
0.5
0.3
0.3
0.4
0.6
0.9
0.7
0.7
0.7
0.6
0.5
0.5
0.6
0.6
0.6
0.8
1.1
1.2
1.1
1.1
1.2
1.1
1.6
2.3
2.0
2.0
2.3
2.8
3.4
3.2
3.1
3.1
1.5
1.5
1.3
0.8
0.8
0.8
0.5
0.6
0.9
1.1
1.2
0.7
0.3
0.3
0.7
1.7
1.7
0.9
0.4
0.3
0.6
1.8
1.9
1.1
0.5
0.4
0.8
1.5
1.8
1.2
0.5
0.3
0.8
1.6
1.9
1.2
0.6
0.4
0.8
1.6
1.8
1.0
0.5
0.4
0.8
2.0
1.5
1.0
0.4
0.3
0.9
2.1
1.4
1.1
0.4
0.3
1.0
2.0
1.7
1.0
0.5
0.4
0.8
2.0
1.7
1.3
0.6
0.4
0.8
1.5
2.1
1.3
0.7
0.4
0.8
1.6
2.1
1.3
0.7
0.4
0.8
1.7
1.7
1.3
0.7
0.4
0.8
1.6
1.8
1.2
0.5
0.4
0.9
2.2
1.6
1.2
0.5
0.3
0.8
2.2
1.8
1.2
0.6
0.3
0.8
2.0
1.7
1.4
0.7
0.4
0.8
1.5
2.2
1.3
0.7
0.4
0.8
1.4
2.1
1.2
0.7
0.3
0.7
1.5
1.6
1.2
0.6
0.3
0.6
1.4
1.5
0.9
0.4
0.3
0.6
1.5
0.9
0.8
0.4
0.3
0.7
1.3
0.7
0.8
0.4
0.3
0.7
1.2
0.9
0.9
0.4
0.3
0.6
1.5
1.5
1.1
0.5
0.3
0.6
1.5
1.6
1.4
0.7
0.4
0.6
1.3
2.8
1.4
0.8
0.3
0.6
1.3
2.9
3.0
1.6
0.8
0.4
0.6
1.3
2.2
1.7
1.5
0.7
0.4
0.5
1.3
2.0
1.2
1.2
0.6
0.4
0.6
1.4
1.8
1.0
0.5
0.3
0.7
1.3
1.2
0.7
0.6
0.3
0.6
1.3
1.7
1.0
0.8
0.7
0.4
0.4
0.8
1.8
1.9
1.1
1.1
0.6
0.4
0.5
1.0
1.7
1.7
1.0
0.5
0.4
0.7
1.3
2.8
2.1
1.2
0.7
0.3
0.4
0.9
1.5
2.9
1.8
0.9
0.4
0.3
0.5
1.2
2.2
1.6
0.9
0.4
0.2
0.3
0.7
1.4
1.0
1.0
0.4
0.2
0.2
0.3
0.8
0.9
1.3
0.8
0.5
0.2
0.2
0.4
0.5
0.9
1.9
0.4
0.4
0.2
0.2
0.3
0.5
1.0
2.0
0.5
0.5
0.3
0.2
0.2
0.3
0.7
1.2
2.4
1.0
0.7
0.5
0.3
0.2
0.3
0.8
1.4
2.5
1.5
1.0
0.6
0.2
0.2
0.3
0.6
1.3
1.6
1.5
1.0
0.5
0.2
0.2
0.3
0.5
0.9
1.6
0.7
0.3
0.2
1.0
0.4
0.2
0.3
0.6
0.3
0.5
0.9
0.3
0.9
0.1
0.1
0.1
0.1 0.1
0.1
0.1
0.1
3.5
0.9
0.9
0.9
1.7
0.9
0.6
0.5
0.6
0.6
2.1
1.7
0.8
0.4
0.4
0.5
0.7
1.6
2.0
1.2
0.6
0.3
0.4
0.7
1.2
0.9
1.3
1.5
0.8
0.4
0.3
0.4
0.9
1.9
1.3
0.8
0.7
0.4
0.3
0.2
0.4
1.0
2.0
2.0
0.3
0.2
0.2
0.2
0.4
0.8
1.9
1.9
0.3
0.7
1.4
1.3
0.2
0.4
0.7
0.8
0.2
0.4
0.4
0.2
0.3
0.3
0.2
0.3
0.5
0.3
0.6
1.0
0.8
0.3
0.8
1.6
1.3
0.7
1.7
2.1
0.6
1.4
1.9
0.4
1.0
1.6
1.0
0.3
0.6
0.8
0.8
0.3
0.4
0.4
0.2
0.3
0.4
0.2
0.4
0.7
0.6
0.3
0.7
1.3
1.0
0.8
1.9
1.7
0.8
1.8
2.1
0.6
1.5
1.8
0.5
1.0
1.3
0.3
0.5
0.7
0.2
0.3
0.4
0.4
0.2
0.3
0.5
0.5
0.3
0.5
0.9
0.8
0.3
0.8
1.6
1.0
0.4
0.9
2.0
1.9
0.4
1.0
2.0
1.9
0.3
0.8
1.8
1.3
0.3
0.6
1.0
1.0
0.3
0.5
0.6
0.6
0.4
0.5
0.6
0.5
0.7
0.9
0.9
0.7
1.2
1.8
1.6
1.3
1.8
2.7
2.5
1.7
2.2
2.6
2.4
1.9
2.8
2.4
1.1
2.1
2.4
1.7
0.8
1.2
1.3
1.2
0.5
0.7
0.8
0.7
0.5
0.7
0.7
0.6
0.9
1.1
1.0
0.8
1.0
2.0
1.8
1.5
2.0
2.5
2.6
2.2
2.6
2.6
2.8
2.6
1.1
2.5
2.6
2.5
1.7
2.0
2.0
0.9
1.1
1.2
0.6
0.7
0.7
0.7
0.7
0.7
0.5
1.3
1.1
1.0
0.8
1.1
2.1
1.8
1.7
1.2
2.0
2.4
2.0
2.5
1.6
2.0
2.5
2.1
2.3
2.1
1.5
2.1
1.8
2.3
1.7
1.6
0.8
0.1
0.1
0.1
0.1
0.1
0.1 0.1
0.1 0.1 0.1
2.9 2.9
0.6 0.5 0.80.40.9
1.7
1.8
2.0
1.9
2.1
2.0
1.6
0.5
0.7
0.9
1.1
1.3
1.5
1.6
1.8
1.6
1.8
1.8
1.6
1.5
1.3
1.1
0.9
0.2
0.2
0.3
0.4
0.5
0.6
0.7
1.2
1.2
1.4
1.2
1.1
0.9
0.8
0.8
0.6
0.5
0.4
0.1
0.1
0.1
0.1
0.2
0.2
0.5
0.5
0.4
0.3
0.3
0.3
0.4
0.5
0.7
0.2
0.2
0.1
0.1
0.1
0.3
0.3
0.4
0.5
0.6
1.0
1.4
0.7
0.5
0.3
0.2
0.1
0.5
0.7
1.1
1.7
2.6
1.1
0.9
0.8
0.6
0.4
0.7
1.1
1.8
2.7
1.1
1.3
1.1
1.2
1.5
1.6
1.7
1.8
2.3
2.0
1.3
1.0
0.9
0.7
1.6
2.4
3.4
2.6
1.8
1.3
1.4
1.5
2.0
2.7
1.9
2.2
1.6
1.2
0.9
1.9
2.6
3.1
2.9
2.7
1.7
1.5
1.4
1.6
2.0
2.2
2.5
1.8
2.1
2.2
2.8
2.1
1.3
1.3
1.3
1.9
2.1
1.6
1.4
1.2
2.0
1.5
1.3
1.1
1.2
1.6
1.6
0.8
0.7
1.2
1.2
1.1
1.2
1.5
1.2
0.4
0.4
0.3
1.4
1.2
1.2
1.1
1.2
0.3
0.2
0.2
1.3
1.1
1.0
1.0
0.2
0.2
0.2
0.9
0.9
0.8
0.2
0.2
0.2
0.7
0.7
0.2
0.2
0.3
0.6
0.5
0.5
0.3
0.4
0.5
0.5
0.4
0.4
0.6
1.0
0.4
0.3
0.7
1.1
1.8
0.4
0.3
1.1
1.8
2.7
0.4
0.2
1.6
2.3
3.2
0.2
0.1
2.3
2.8
0.1
1.8
1.9
0.2
0.1
1.2
1.1
0.2
0.1
0.7
0.6
0.5
0.2
0.1
0.4
0.3
0.3
0.2
0.1
0.2
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.4
0.2
0.2
0.2
0.3
0.5
0.2
0.4
0.6
0.2
0.7
1.1
0.3
0.2
1.2
1.9
0.4
0.3
1.8
2.7
0.8
0.4
2.2
2.9
1.1
0.5
0.3
2.0
2.4
0.5
0.2
1.5
1.5
0.5
0.3
1.0
0.9
0.7
0.5
0.3
0.6
0.5
0.4
0.4
0.2
0.1
0.3
0.3
0.2
0.2
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.3
0.1
0.1
0.1
0.4
0.5
0.1
0.1
0.4
0.6
0.9
0.1
0.1
0.7
1.2
1.8
0.2
0.1
1.3
2.0
0.2
0.2
1.3
2.0
2.9
0.4
0.2
1.7
2.4
3.3
0.5
0.3
1.8
2.4
0.6
0.3
1.3
1.6
1.8
0.6
0.3
1.0
1.1
1.3
0.6
0.7
0.7
0.7
1.2
0.6
0.5
0.5
0.7
0.4
0.3
0.3
0.5
0.3
0.2
0.2
0.2
0.4
0.2
0.2
0.2
0.4
0.2
0.2
0.2
0.5
0.2
0.2
0.3
0.5
0.2
0.3
0.3
0.4
0.2
0.1
0.4
0.5
0.5
0.3
0.2
0.7
0.8
0.4
0.3
1.0
1.3
0.6
0.4
1.3
1.8
0.7
0.3
1.6
2.4
0.3
0.2
1.9
2.8
0.3
0.2
1.9
2.9
0.4
0.2
1.8
2.6
0.3
0.2
1.4
2.1
0.2
0.1
1.1
1.5
0.1
0.1
0.8
1.0
0.1
0.1
0.5
0.6
0.1
0.1
0.4
0.4
0.1
0.3
0.3
0.1
0.2
0.2
0.1
0.2
0.2
0.1
0.1
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.1
0.2
0.2
0.3
0.2
0.3
0.3
0.5
0.3
0.4
0.5
0.8
0.4
0.6
0.8
0.7
0.4
0.9
1.2
0.7
1.3
1.8
1.8
0.9
1.7
2.4
1.1
0.7
2.0
3.0
0.6
0.4
0.3
2.2
3.2
0.6
0.3
0.2
2.0
3.0
0.6
0.2
0.1
1.1
1.7
2.4
0.5
0.2
0.1
0.9
1.3
0.2
0.1
0.1
0.7
0.9
0.2
0.2
0.1
0.1
0.5
0.6
0.4
0.2
0.2
0.2
0.2
0.3
0.3
0.7
0.4
0.3
0.3
0.2
0.2
0.2
0.2
0.6
0.6
0.5
0.3
0.3
0.2
0.2
0.2
0.2
1.3
1.2
0.7
0.4
0.3
0.3
0.3
0.3
0.8
0.8
1.0
0.9
0.9
1.0
1.1
1.2
1.3
1.5
0.1
0.1
0.2
2.6
2.1
0.9
0.6
0.4
0.4
0.4
0.4
0.6
0.7
0.9
1.0
1.1
1.3
1.4
1.2
1.1
1.0
1.0
1.1
1.3
1.3
1.3
1.3
1.4
1.5
1.6
1.6
1.9
2.1
1.7
0.1
0.1
0.1
1.1
1.3
0.9
0.6
0.5
0.5
0.6
0.8
0.9
1.0
1.1
1.3
1.5
1.5
1.3
1.4
1.3
1.3
1.3
2.2
2.9
2.4
2.2
1.6
1.4
0.1
0.1
0.1
0.2
2.1
1.1
0.7
0.6
0.7
0.8
1.0
1.2
1.2
1.5
1.8
2.3
1.8
1.5
1.5
1.5
1.5
1.5
1.2
1.0
0.7
0.1
0.1
0.2
0.2
1.6
0.9
0.6
0.6
0.6
0.8
1.1
1.4
1.7
2.2
2.3
2.5
2.2
1.9
1.8
1.8
1.7
0.7
0.4
0.3
0.1
0.1
0.1
0.1
0.2
0.9
0.6
0.5
0.6
0.7
1.0
1.2
1.5
1.9
2.5
1.8
2.8
2.2
2.1
2.1
2.0
0.4
0.2
0.2
0.7
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.3
0.3
0.4
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.2
1.4
0.7
0.5
0.5
0.7
0.9
1.1
1.4
1.7
2.6
2.1
1.9
2.1
2.1
2.3
0.2
0.1
0.1
1.6
1.3
1.0
0.7
0.5
0.3
0.9
0.6
0.5
0.7
0.9
1.1
1.3
1.6
2.1
1.8
1.8
1.8
0.1
0.1
0.1
0.1
2.5
2.7
2.4
1.9
1.4
1.1
0.7
0.6
0.6
0.8
1.0
1.2
1.6
1.8
1.5
1.6
0.1
0.1
0.1
0.1
0.1
1.4
2.1
2.9
3.6
1.0
0.8
0.7
0.8
0.8
0.9
1.1
1.5
1.5
1.5
1.6
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.6
1.0
1.6
2.5
1.0
0.9
1.0
1.1
1.1
1.1
1.3
1.3
1.3
1.4
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
1.0
1.2
1.4
1.6
1.6
1.3
1.2
1.2
1.2
1.3
0.1
0.1
0.1
0.1
0.2
0.2
0.4
0.6
1.7
2.1
2.3
1.8
1.3
1.3
1.4
1.4
1.4
0.1
0.1
0.1
0.1
0.2
0.2
2.1
2.5
2.1
1.8
1.9
1.9
1.6
1.5
1.6
2.0
0.1
0.1
0.1
0.1
0.1
1.9
1.9
2.5
3.3
2.7
1.8
1.7
1.8
2.3
2.8
0.1
0.1
0.1
2.0
2.7
3.7
3.3
2.8
2.2
2.2
2.6
2.1
0.2
0.2
0.1
2.3
3.3
3.4
2.5
2.3
2.6
2.6
2.3
0.3
0.3
0.2
2.6
3.1
2.9
2.4
1.9
1.8
2.0
2.1
1.5
0.5
0.4
2.3
2.5
2.5
2.0
1.6
1.6
1.7
0.8
0.8
2.7
2.9
2.4
1.7
1.5
1.6
1.2
1.2
2.6
2.3
1.7
1.3
1.3
1.7
1.9
1.9
1.4
1.1
2.0
2.5
1.2
0.9
0.9
2.6
3.4
0.8
0.8
2.0
2.9
0.8
1.0
2.0
2.9
1.0
1.2
1.2
1.8
1.1
1.3
1.4
1.0
1.4
1.3
1.4
1.9
0.8
1.5
1.9
2.1
2.4
0.5
0.5
1.5
1.7
1.8
1.4
0.4
0.4
0.4
1.4
1.4
1.1
0.8
0.6
0.5
0.3
0.3
0.3
1.2
1.0
0.7
0.5
0.4
0.3
0.2
0.6
0.5
0.3
0.2
0.2
0.4
0.3
0.2
0.1
0.3
0.2
0.1
0.4
0.0 0.0 0.0
3.9
1.5 2.0 2.1 2.8 2.0 2.3 1.8 1.6 2.3 1.7 2.6 1.9 2.5 2.1 2.6 1.7 2.6 2.3 1.8 2.1 1.2 0.9 1.5 2.3 1.70.7 2.9
0.1
0.1
0.1
0.1
0.3
0.3
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.6
1.0
1.9
1.8
1.8
0.6
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.2
0.1
0.1
0.1
0.3
0.2
0.2
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.2
0.3
0.4
0.5
0.5
0.3
0.1
0.8
1.1
0.9
0.4
0.2
0.1
0.1
0.3
0.3
0.3
0.3
0.5
0.5
0.3
0.4
0.7
1.0
1.1
0.4
0.1
0.1
0.1
0.2
0.1
0.1
0.2
0.1
0.2
0.7
0.1
0.1
0.1
0.1
0.1
0.3
0.4
0.3
0.1
0.1
0.1
0.4
0.7
0.4
0.1
0.1
0.2
0.4
0.8
0.2
0.1
0.1
0.1
0.2
0.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.5
0.4
0.2
0.1
0.1
1.2
0.6
0.2
0.1
0.1
1.3
0.5
0.1
0.1
0.2
0.6
0.2
0.1
0.1
0.5
0.2
0.1
0.1
0.4
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.5
0.4
0.2
0.1
0.1
1.1
0.5
0.2
0.1
0.1
0.9
0.4
0.1
0.1
0.5
0.1
0.1
0.2
0.5
0.1
0.1
0.4
0.3
0.1
0.1
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.1
0.1
0.7
0.3
0.1
0.1
0.2
1.5
0.5
0.2
0.1
0.3
1.6
0.6
0.2
0.1
0.1
0.3
1.8
0.6
0.2
0.1
0.1
1.1
0.4
0.1
0.5
0.2
0.1
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.1
0.1
0.6
0.2
0.1
0.2
1.3
0.4
0.1
0.2
1.6
0.6
0.2
0.1
1.5
0.5
0.2
1.0
0.4
0.1
0.7
0.4
0.2
0.1
0.1
0.3
0.2
0.1
0.2
0.1
0.1
0.3
0.1
0.1
0.1
0.2
0.3
0.1
0.1
0.2
0.8
1.0
0.7
0.3
0.1
0.1
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1.6
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1.5
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1.7
1.8
1.9
2.0
1.5
1.6
2.0
1.8
1.8
2.0
2.2
2.3
2.4
2.3
2.3
1.7
2.0
2.6
2.5
2.3
2.4
2.7
2.7
2.6
2.6
2.3
2.8
1.8
1.4
1.1
2.0
2.4
2.7
2.6
2.6
2.6
2.4
2.0
1.8
1.8
2.1
1.7
1.3
1.0
0.8
0.5
2.2
2.2
2.8
2.5
2.6
2.1
1.9
2.0
1.7
1.5
1.4
1.5
1.6
1.2
0.9
0.7
0.5
0.3
2.0
2.1
2.2
2.2
2.2
2.4
2.8
2.2
1.7
1.7
1.6
1.5
1.4
1.2
1.3
1.4
1.1
0.8
0.5
0.4
0.2
0.2
1.9
1.9
1.9
1.9
1.9
1.9
2.0
2.2
1.9
1.5
1.4
1.3
1.1
1.0
1.0
1.0
1.0
0.9
0.6
0.4
0.3
0.2
0.2
1.7
1.7
1.6
1.6
1.8
1.8
1.8
1.9
1.9
1.3
1.1
1.0
0.8
0.7
0.7
0.7
0.7
0.7
0.5
0.4
0.2
0.2
1.5
1.6
1.6
1.6
1.7
1.7
1.7
1.7
0.6
0.5
0.4
0.4
0.5
0.5
0.4
0.3
0.2
0.2
1.4
1.7
1.7
1.6
1.7
1.7
1.5
1.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
1.7
1.8
1.7
1.6
1.6
1.5
1.4
0.2
0.2
0.2
0.2
1.9
1.8
1.7
1.7
0.2
0.2
0.2
0.2
0.2
2.3
2.1
1.7
1.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
2.3
1.9
1.4
1.1
0.8
0.6
0.2
0.2
0.2
0.2
0.2
0.2
0.2
1.6
1.2
1.0
0.8
0.6
0.4
0.2
0.2
0.2
0.3
0.3
0.3
0.3
1.4
1.2
1.1
0.8
0.5
0.3
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.5
1.6
1.2
1.0
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0.5
0.4
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.4
0.5
0.7
0.7
1.6
1.5
1.2
0.9
0.7
0.5
0.4
0.3
0.3
0.2
0.2
0.3
0.3
0.4
0.5
0.6
0.8
1.0
1.3
1.3
1.2
0.9
0.7
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.4
0.5
0.6
0.8
1.1
1.5
1.1
1.1
1.2
1.0
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0.8
0.7
0.6
0.5
0.5
0.4
0.4
0.5
0.6
0.8
1.1
1.5
0.9
1.0
1.2
1.2
1.1
1.0
1.0
0.9
0.7
0.7
0.6
0.6
0.6
0.7
0.9
1.3
1.9
0.9
1.2
1.5
1.4
1.2
1.1
1.0
1.0
0.9
0.8
0.8
0.8
0.8
1.0
1.5
1.2
1.5
1.7
1.4
1.3
1.2
1.1
1.2
1.1
1.0
0.8
0.8
1.0
1.5
1.4
1.9
2.0
1.6
1.6
1.5
1.6
1.3
1.0
0.8
0.8
1.0
1.9
2.5
1.9
2.3
1.8
1.4
1.2
0.9
0.7
0.7
0.8
2.3
2.0
2.1
1.6
1.3
1.1
0.9
0.7
0.6
0.6
1.9
1.4
1.2
1.0
0.8
0.6
0.5
1.1
0.9
0.7
0.5
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
3.0
3.0
3.0
LP-A4HSLP-A4HSLP-A4HSLP-A4HSLP-A4HS
LP-A4HS
LP-A4HS
LP-A3HS
LP-A3HS
LP-A3HSLP-A3HS LP-A3HS
LP-A3
LP-A3
LP-A3LP-A3LP-A3
LP-A4HS
LP-A4HS
LP-B
LP-A4HS
LP-A3HS
LP-A3
LP-A4HS
LP-A4HS
LP-A3HS
LP-B
LP-B
LP-B
LP-B LP-B
LP-B
LP-B
LP-B
LP-B
LP-A4HSLP-A4HSLP-A4HS
LP-A5
LP-A5
LP-A5
LP-A5
LP-A5
LP-A5
Plan View
Scale - 1" = 80ft
LOAD CENTER
FOR STAGE
ELECTRICAL SERVICE TO
PROP. KAYAK KIOSK
(1) 2" PVC CONDUIT
2" WATER LINE
LOAD CENTER FOR
EVENT/LAWN SPACE
RESTORE/UPGRADE WATER & ELECTRICAL
SERVICE TO UPWELLER FACILITY
HANDHOLE (TYP.)
PROP. SITE LIGHT, TYPE A (TYP.)
PROP. SITE LIGHT, TYPE B (TYP.)
PROP. SITE LIGHT, TYPE A (TYP.)
REMOVE EXIST. UTILITY POLE,
DISCONNECT ELECTRICAL SERVICE
REMOVE EXIST. UTILITY POLE,
DISCONNECT ELECTRICAL SERVICE
EMH NO. 1
PROP. UTILITY POLE TO RECEIVE
ELECTRICAL SERVICE ON
COURTLAND WAY
PROP. CAMERA
POLE #1
PROP. CAMERA
POLE #2
GENERAL PROPOSED
DEVELOPMENT PLANS
SITE ELECTRICAL
PLAN
E.1.1
LEGEND
ENCLOSURE / POWER PANEL
ELECTRICAL HANDHOLE
LP-A
SITE LIGHT - TYPE A
PARKERS RIVER
PARKERS RIVER MA - ROUTE 28LP-B
SITE LIGHT - TYPE B
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
2 - 1" CONDUITS
6'-0"22"Ø ROUND CONC.
FOUNDATION2'15'LIGHT - TYPE A
22"Ø
4'-6" HANDHOLE - POSITION AWAY
FROM WALKWAYS
18" DIA. BASE
1" CHAMFER
1" ANCHOR
BOLTS
2 - 1" CONDUITS
6'-0"22"Ø ROUND CONC.
FOUNDATION2'15'LIGHT - TYPE B
22"Ø
4'-6" HANDHOLE - POSITION AWAY
FROM WALKWAYS
18" DIA. BASE
1" CHAMFER
1" ANCHOR
BOLTS
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
NONE
GENERAL PROPOSED
DEVELOPMENT PLANS -
LIGHTING TYPES
E.1.2
POROUS PAVEMENT
4" LAYER OF 34"
AGGREGATE
4" POROUS
PAVEMENT LAYER
12" COMPACTED
GRAVEL BORROW
(MASS HIGHWAY SPEC)
3" LAYER OF
38" 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 BARRIER3'-0" - TRAIL, TYPE B
HOT MIX ASPHALT PAVEMENT - TYPE 2
(POROUS PAVEMENT)
2-1/2" BIT. CONC.
BINDER COURSE
1-1/2" BIT. CONC.
WEARING COURSE
4" LAYER OF 34"
AGGREGATE
12" COMPACTED
GRAVEL BORROW
(MASS HIGHWAY SPEC)
3" LAYER OF
38" 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'-112"
REINFORCED TURFHOT MIX ASPHALT
PATHWAY
8'-0" (TYP.)8"6'-634"6'-634"
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"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
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
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
CROSSWALK
PAINTED PATTERN:
COLOR WHITE
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"
1 516"
312"178"2 - 516 "x2 12"
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
HANDICAPPED
PARKING
SPECIAL PLATE REQUIRED
UNAUTHORIZED VEHICLES
MAY BE REMOVED ATOWNERS 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
SIGHT TRIANGLE
458'
465'
PROP. WASTEWATER PUMP STATION
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
SITE DETAILS - 2
C.7.2
LEFT LANEMUST
TURN LEFT
SIGN R3-7L
SIGN R1-1
RIGHT LANEMUST
TURN RIGHT
SIGN R3-7R
REGULATORY SIGN LEGEND
ENTRY DRIVE SIGHT TRIANGLES
SCALE: 1"=60'-0"
MA - ROUTE 28
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" STEEL POST
6'MESH SHADE
SAIL (TYP.)
STEEL POST
(TYP.)
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'FINISH GRADE
CONCRETE FOOTING
COMPACTED GRAVEL
BORROW
UNDISTURBED OR
COMPACTED SUBGRADE2'-6"2'-4"2'-4"2'-2"
INTERPRETIVE GRAPHIC PANEL
VARIES3'-2"4"3'-6"2'-0"3'-2"2'-10"ELEVATION
NOT TO SCALE
1'-4"1'-6"1'-0"± 8' O.C.
WOOD POST WITH ROPE EDGING
GRAVEL BORROW
EXISTING
GRADE
LOAM AND
SEED
WOOD POST
WITH ROPE
EDGING
34" ROPE
1 12" DRILLED
OPENING
4" X 4" PRESSURE
TREATED PINE POST
12" CHAMFER
FINISH GRADE
COUPLE
ROPE AT
POST (TYP.)
4" X 4" PRESSURE
TREATED PINE POST 34"Ø ROPE
FINISH GRADE
STABILIZED
AGGREGATE
PATHWAY -
TRAIL
5" ±
2
1 MAX
WOOD POST AND ROPE ON TRAIL EDGE
WOOD POST
WITH ROPE
EDGING
FINISH
GRADE
STABILIZED
AGGREGATE
PATHWAY -
TRAIL
TIMBER PARKING BOLLARD
6"x6" WOOD
POST
33° ANGLE TOP & 1"
CHAMFER ALL SIDES
4'-6"3'-6"FINISH GRADE
VARIES2'-2"2'-0"1'-4"1'-6"1'-0"4"
SKIP 8"TACTILE TRAIL SIGN AND MOUNT
FINISH GRADE
STABILIZED
AGGREGATE
PATHWAY -
TRAIL
STEEL MOUNTING SLEEVE MOUNT
TACTILE TRAIL SIGN PER MANUF.
INSTRUCTIONS ATTACH 24" X 36"
INTERPRETIVE PANEL
4" X 4" WOOD
POST
LOAM AND
SEED
EXISTING
GRADE
GRAVEL
BORROW
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
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 412" 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'R
2
'
6'8"4"4'R2'CONTROL
JOINT (TYP.)CONCRETE PAD
BIKE RACK
CONCRETE PAD
COMPACTED
GRAVEL BORROW
BIKE RACK
COMPACTED
EXISTING
SUBGRADE
CONCRETE
FOOTING
1'2'EPOXY
GROUT
3"10"FINISH
GRADE
6"3'-612"
Yarmouth
Cape Cod.
Within Reach.
CRUSHED
STONE
COMPACTED
GRAVEL BORROW
COMPACTED EXISTING
SUBGRADE
BIKE RACK DOUBLE2'-9"2'-11"REMOVABLE BOLLARD
1012"
BOLLARD BASE
EYE
CONCRETE BASE
CRUSHED STONE PER MANUFACTURERS
RECOMMENDATION
REINFORCED TURF PAVING
GRANITE CURB - TYPE 2
HOT MIX ASPHALT
PAVEMENT
2'
EYE
REINFORCED
TURF PAVING
GRANITE CURB
- SLOPE FACED
HOT MIX
ASPHALT
PAVEMENT
1'
REMOVABLE BOLLARD MOUNT
PLAN VIEW
SECTION
FINISH
GRADE
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
1/18/23
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
REGISTERED PROFESSIONAL
SITE DETAILS - 4
C.7.4
PARK ENTRANCE SIGN
ELEVATION
PLAN VIEW
FINISH GRADE
8'
7'-4"
1" CHAMFER
3'5'1'
CRUSHED STONE
PLANTING BED
COMPACTED
EXISTING
SUBGRADE
1'12" DIA. WOOD PILES
24 SF WOOD SIGN
6"5' WOOD SIGN
12" DIA. WOOD PILES
4"X2"X4" CHANNEL
6'-4"
12" ROPE WRAP (TYP.)
7' x 2'2" FIBERGLASS
SIGN WITH CORTEN
STEEL FACE
2" STEEL CHANNEL FRAME (PAINTED)
RIVERWALK PARKTOWN OF YARMOUTH
KAYAK LAUNCH & BOARDWALK LOOP
SEE PARK ENTRANCE SIGN
ENLARGEMENT
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'
RIVERWALK PARKTOWN OF YARMOUTH
KAYAK LAUNCH & BOARDWALK LOOP
WOOD SIGN
2" STEEL CHANNEL
FRAME (PAINTED)
FACE PANEL
212"CUT OUT LETTERS
IN FACE MATERIAL
3"512"3"212"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 12" BATTER
(OPTIONAL)
1 12" BATTER
LINE OF FINISHED GRADE
6"6"SECTION
6'
GRANITE CURB - TYPE 1
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)
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
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
SITE DETAILS - 5
C.7.5
PARK ENTRANCE SIGN ENLARGEMENT
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 FLARETREE 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
FLO
W
FLOW
PUBLI
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
FLOATH.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
1/18/23
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
REGISTERED PROFESSIONAL
SITE DETAILS - 6
C.7.6
6'-2"1'-8"7'
6'-5"
KAYAK STORAGE RACK
FINISH
GRADE
SIDE ELEVATION
FRONT ELEVATION
7.00' FINISH FLOOR
15.00' TOP PLATE
20.88' HIGH ROOF ALTERNATE
(12/12 PITCH)
18.75' LOW ROOF ALTERNATE
(8/12 PITCH)
ARTIST SHANTY (NIC)
ELEVATION A ELEVATION B
TYPICAL SECTION
PLAN VIEW
A
C
B
ELEVATION C
13.00' BFE
·BOARD & BATTEN SIDING
·2x6 STUD OR POST AND
BEAM FRAME
ASPHALT SHINGLES
8" CONC. SLAB ANCHOR
BOLT
2-2x6 P.T.
SILL PLATE
1x8 FASCIA
SOFFIT &
SOFFIT VENTS
2-2x6 TOP
PLATES
SHINGLE OR BOARD &
BATTEN SIDING (TYP.)
1x6 CORNER
BOARD (TYP.)
ASPHALT SHINGLES
FINISH GRADE
FINISH GRADE FINISH GRADEFINISH GRADE
CONC. HAUNCH
2x8 RIDGE BOARD
RIDGE VENT
14'-6"ARTISTS SHANTY
FOOTPRINT INCLUDING
ROOF OVERHANG -
170 SQ. FT.
100 YR FEMA
B.F.E. - ELEV. 13.0
ELEV. 15.0
PROP. ELECTRICAL UTILITY
CONNECTION
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
NONE
SITE DETAILS - 7
C.7.7
ELEVATION VIEW ASCALE: 14"=1'-0"45'-0"8'-1"
14'-5"3'-6"FINISH GRADE - ELEV. 12.0ELEV. 15.0BRACKET SUPPORTEDGABLE OVER DOORSTOP LOG WEIR FLOODPROTECTION AT DOOR8"X16" CMU BACKER WALLHORIZONTAL CLAPBOARDSCOLOR: LIGHT GRAYASPHALT SHINGLESCOLOR: DARK GRAYCEMENT FIBER COMPOSITE TRIMCOLOR: WHITE (TYP.)WATER FOUNTAIN &BOTTLE FILLING STATIONRECESSED LED LIGHT(TYP.)ALUMINUM CLAD (WHITE) WINDOWS- FIXED (2), OPERABLE (2).INSULATED (OBSCURED) GLASSHVAC LOUVERED VENTWESTERN RED CEDARSHINGLE ACCENT AT GABLELEAD COATEDCOPPER FLASHINGCOPPER WEATHERVANE (NAUTICAL THEME)STANDING-SEAM COPPER ROOFILLUMINATED CUPOLADOUBLE HUNG ALUMINUM CLAD(WHITE) INSULATED GLASS WINDOWS100 YR FEMAB.F.E. - ELEV. 13.0ELEVATION VIEW BSCALE: 14"=1'-0"8'-1"
14'-5"34'-5"7'-6"FINISH GRADE - ELEV. 12.0ELEV. 15.0BRACKET SUPPORTEDGABLE OVER DOOR8"X8" WOOD POSTPOST SUPPORTED OVERHEAD STRUCTUREASPHALT SHINGLESCOLOR: DARK GRAYWESTERN RED CEDARSHINGLE ACCENT ATGABLELEAD COATEDCOPPER FLASHINGCOPPER WEATHERVANE (NAUTICAL THEME)STANDING-SEAM COPPER ROOFILLUMINATED CUPOLA(WHITE) INSULATED GLASS WINDOWSDOUBLE HUNGALUMINUM CLAD (WHITE)INSULATED GLASS WINDOWSSTOP LOG WEIR FLOODPROTECTION AT DOORBRACKET SUPPORTED100 YR FEMAB.F.E. - ELEV. 13.0R.A.1MATERIALS PALETTEHORIZONTAL CLAPBOARDCOLOR: LIGHT GRAYASPHALT SHINGLESCOLOR: GRAYWESTERN RED CEDAR SHINGLE ACCENTDOUBLE HUNG INSULATED GLASSWINDOW -COLOR: WHITETONGUE AND GROOVE WESTERN REDCEDAR BELOW OVERHANGSTOPLOG WEIR FLOOD PROTECTION AT DOORUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALGENERAL PROPOSEDDEVELOPMENT PLANS -ARCHITECTURALDRAWINGS - 1COLOR: DARK GRAY
PLAN VIEW
A
B
D
C
45'-0"25'-7"7'-4"2'-10"9'-5"4'9'-5"8'-8"9'-4"ELEVATION VIEW C
SCALE: 14"=1'-0"
45'-0"8'-1"14'-5"3'-6"2'-9"
12'-6"11'-9"FINISH GRADE - ELEV. 12.0
100 YR FEMA
B.F.E. - ELEV. 13.0
ELEV. 15.0
BRACKET SUPPORTED
GABLE OVER DOOR
ASPHALT SHINGLES
COLOR: DARK GRAY
WESTERN RED CEDAR
SHINGLE ACCENT AT
GABLE
LEAD COATED
COPPER FLASHING
COPPER WEATHERVANE (NAUTICAL THEME)
STANDING-SEAM COPPER ROOF
ILLUMINATED CUPOLA
DOUBLE HUNG
ALUMINUM CLAD (WHITE)
INSULATED GLASS WINDOWS
STOP LOG WEIR FLOOD
PROTECTION AT DOOR
HORIZONTAL CLAPBOARDS
COLOR: LIGHT GRAY
ALUMINUM CLAD (WHITE) WINDOWS
FIXED (1), OPERABLE (2).
INSULATED (OBSCURED) GLASS
ELEVATION VIEW D
SCALE: 14"=1'-0"8'-1"13'-4"FINISH GRADE - ELEV. 12.0
ELEV. 15.0
35'-4"
LEAD COATED
COPPER FLASHING
COPPER WEATHERVANE
(NAUTICAL THEME)
STANDING-SEAM
COPPER ROOF
ILLUMINATED CUPOLA
BRACKET SUPPORTED
GABLE OVER DOOR
ALUMINUM CLAD (WHITE) WINDOWS
- OPERABLE (2). INSULATED GLASS
HORIZONTAL CLAPBOARDS
COLOR: LIGHT GRAY
CEMENT FIBER COMPOSITE TRIM
COLOR: WHITE (TYP.)
8"X8" WOOD POST
ASPHALT SHINGLES
COLOR: DARK GRAY
100 YR FEMA
B.F.E. - ELEV. 13.0
R.A.2
MECHANICAL ROOM
OFFICE
ARCHITECTURAL NOTES:
1. BUILDING HEIGHT: VARIES (SEE BELOW)
1.1. TOP OF CUPOLA: 17'-10" FROM FINISH GRADE
1.2. TALLEST ROOFLINE: 14'-4" FROM FINISH GRADE
2. BUILDING FOOTPRINT WITH COVERED AREAS: 1,520 SQ. FT.
3. TOTAL GROSS FLOOR AREA: APPROX. 1,150 SQ. FT.
3.1. OFFICE: APPROX. 230 SQ. FT.
3.2. WOMEN'S RESTROOM: APPROX. 230 SQ. FT.
3.3. MEN'S RESTROOM: APPROX. 230 SQ. FT.
3.4. MECHANICAL ROOM: APPROX. 205 SQ. FT.
3.5. CIRCULATION SPACE: APPROX. 100 SQ. FT.
4. NUMBER OF STORIES: ONE STORY
MEN'S
RESTROOM
WOMEN'S
RESTROOM
RECESSED LED
LIGHTS (TYP.)
RECESSED LED
LIGHTS (TYP.)
RECESSED
LED LIGHTS
(TYP.)
WALL MOUNT
LIGHT
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
GENERAL PROPOSED
DEVELOPMENT PLANS -
ARCHITECTURAL
DRAWINGS - 2
GENERAL PROPOSED
DEVELOPMENT PLANS -
PUMP STATION
ARCHITECTURAL PLAN
PS.A.1
ARCHITECTURAL NOTES:
1. BUILDING HEIGHT: 28'
2. BUILDING FOOTPRINT: 2,050 SQ. FT.
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
PS.A.2
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
GENERAL PROPOSED
DEVELOPMENT PLANS -
PUMP STATION
ARCHITECTURAL
ELEVATION
28'±
-7-6-5-4-3-2-6-5-4-3-2-7-8-9-6.96-7.244.74-6.15-7.13-6.39-6.98-4.96-5.39-8.070MHW. 2.050-5510MLW. -0.7EXISTING GRADE (TYP.)510-515LIMIT OF SALT MARSHMHW - ELEV. = 2.05MLW - ELEV.= -0.7015EXISTING SNOW FENCEPARKERS RIVERSYSTEM TO SECURE KAYAK FLOATBOARDWALKDETAILS - 6 -KAYAK LAUNCHEXISTINGCONDITIONSS.2.6KAYAK LAUNCH - SECTION/ELEVATIONEXISTING CONDITIONS KL-A EXISTINGSCALE: 1" = 10' - 0"MEAN HIGH WATER -- ELEV. = 2.05MEAN LOW WATER -- ELEV. = -0.7SALT MARSH LINEMEAN HIGH WATERELEV. = 2.05MEAN LOW WATERELEV. = -0.7SALT MARSH LINEKAYAK LAUNCH EXISTING CONDITIONS - ENLARGEMENT PLANSCALE: 1" = 10' - 0"MARSHWOODED AREADEGRADED OPEN AREA(FORMER DRIVE-IN SITE)WOODED AREAUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONAL34-2.51436-1.92231-3.30448-9.910E10SOUNDINGS NOTE:1. SOUNDINGS COLLECTED BY BETA GROUP ON MARCH 25, 2022 BETWEEN THE HOURS OF 11AM AND 1 PM.2. PER WWW.USHARBORS.COM: SOUTH YARMOUTH, MA TIDES WERE AS FOLLOWS, AM HIGH:9:11 AM +2.8', PM LOW: 3:33 PM -0.1. PER THE NATIONAL WEATHER SERVICE, WEATHER ONMARCH 25, 2022 WAS OVERCAST, HIGH TEMP: 43° LOW TEMP: 28°SOUNDINGS (TYP.)
SALT MARSHMLW - ELEV. = -0.7510-51500-55101530' FIXED GANGWAY36'± GANGWAY18 18 KAYAKLAUNCH ZEROENTRY FLOATPARKER'S RIVERPROP. BOARDWALKAPPROACHPROP. HELICAL ANCHOR ANDELASTOMERIC MOORING STAYSYSTEM TO SECURE KAYAK FLOATLANDINGELEV. 8.06PROP. GANGWAYPILE (TYP.)EXIST. MUDLINEHTL 2.91100 YEAR FEMA B.F.E.ELEV. 13.00ELEV. 7.0LANDINGELEV. 10.5619'-7"±LANDINGELEV. 9.1830'EXIST. GRADE (TYP.)LIMIT OF SALT MARSHMHW - ELEV.= 2.05LIMIT OF COASTAL BARRIERRESOURCE SYSTEM AREAMHW. 2.05MLW. -0.7MLLW. -0.918' X 18' KAYAKLAUNCH ZEROENTRY FLOAT - SEESHEET #####-6.96-7.244.74-6.15-7.13-6.39-6.98-4.96-5.39-8.07KAYAK LAUNCH - SECTION / ELEVATION KL-A PROPOSEDSCALE: 1" = 10' - 0"BOARDWALKDETAILS - 7 -KAYAK LAUNCHKAYAK LAUNCH - ENLARGEMENT PLANSCALE: 1" = 10' - 0"MEAN HIGH WATER -- ELEV. = 2.05SALT MARSH LINEMEAN HIGH WATER (MHW)ELEV. = 2.05MEAN LOW WATER (MLW)ELEV. = -0.70LIMIT OF SALT MARSH (TYP.)KL-APARKERS RIVERPROP.BOARDWALKAPPROACHPROP. KAYAK / PADDLEBOARDSTORAGE RACKS (TYP.)PROP. DROP-OFFAND WALKWAYS TOACCESS LAUNCHUNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTIONSHEET NO.SCALE1/18/23DATEDESIGNED BY:10056CHECKED BY:BETA JOB NO.:ISSUE DATE:DRAWN BY:REVISIONSNO.TITLEPROJECTPREPARED BYWest Yarmouth, MAYARMOUTHRIVERWALKPARKAKP/ALGFor Review OnlyAS SHOWNAWGAWGREGISTERED PROFESSIONALREGISTERED PROFESSIONALS.2.7SALT MARSH FLAG (TYP.)WOODED AREAWOODED AREA100' RIVERFRONT AREA35' BUFFER50' BUFFERSOUNDINGS NOTE:1. SOUNDINGS COLLECTED BY BETA GROUP ON MARCH 25, 2022 BETWEEN THE HOURS OF 11AM AND 1 PM.2. PER WWW.USHARBORS.COM: SOUTH YARMOUTH, MA TIDES WERE AS FOLLOWS, AM HIGH:9:11 AM +2.8', PM LOW: 3:33 PM -0.1. PER THE NATIONAL WEATHER SERVICE, WEATHER ONMARCH 25, 2022 WAS OVERCAST, HIGH TEMP: 43° LOW TEMP: 28°SOUNDINGS (TYP.)
N*
*
*
*
TP2-16TP2-15TP2-14
TP2-5 TP2-6A TP2-7 TP2-8
TP2-9
TP2-10A
TP2-19
TP3-1
TP3-2
TP3-5
TP2-11
TP2-12
TP2-2
TP2-1
TP2-4
TP2-13
*
*ASEED C
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
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 - 4PLANTING 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.
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.
REVIEW OF PUMP STATION IS INCLUDED IN
VCOD SITE PLAN REVIEW.PARKER'S RIVER
PARKER'S RIVER MA - ROUTE 28PLANTING DETAIL AREA - 1A PLANTING DETAIL AREA - 2
PARKING LOT CANOPY CALCULATION ENLARGEMENT
SCALE: 1" = 60' - 0"
PARKING LOT CANOPY COVERAGE TABLE
PROPOSED PARKING LOT AREA: 30,000 SF
PROPOSED PARKING LOT CANOPY COVER: 9,000 SF (30%)
PROP PARKING LOT CANOPY COVER
ACCENT MODULE - 1 ACCENT MODULE - 2 ACCENT MODULE - 3
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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
1/18/23
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
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.
BOARDWALK AND TRAILS
THIS AREA PERMITTED
SEPARATELY - LOT IS
OUTSIDE VCOD REVIEW
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
3
ED
5
LC
3 AD
1
LC
3
ACCENT MODULE - 1
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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 L1.5FOR 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 L1.6
MP
3JV1
1IVS
4JV1
2
VCO
3
PAH
7MD
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
8
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
1AS
3
LS
2
ECP
1AS
3RH
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
L1.5PLANTING DETAIL AREA 3
SCALE: 1" = 10'-0"MATCH LINE - MATCH TO SHEET L1.3MATCH LINE - MATCH TO SHEET L1.6
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
4RH
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 L1.12
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
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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
L1.6PLANTING DETAIL AREA 4
SCALE: 1" = 10' - 0"
MATCHLINE - MATCH TO SHEET L1.5
MATCHLINE - MATCH TO SHEET L1.7AR
1
QC
1
NS
2
RV
3
CF
5
CF
3
MATC
H
L
I
N
E
-
M
A
T
C
H
T
O
S
H
E
E
T
L1.10
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
M
A
T
C
H
L
I
N
E
-
M
A
T
C
H
T
O
S
H
E
E
T
L
1
.
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
AR
1
PAH
5
CAH
5
PAH
4
PAH
5
CAH
5
PAH
4
PAH
4CAH
5
PAH
5
PAH
5CAH
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
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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
L1
.
6MATCHLINE - MATCH TO SHEET L1.8MATCHLINE - M
A
T
C
H
TO SHEET L1.10
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
MATCH
LI
N
E -
M
A
T
C
H
T
O
S
H
E
E
T
L1.10
AR
1AR
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
3PAH
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
1063
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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"
MATCH
L
I
N
E
-
M
A
T
C
H
TO SHEET L1.9 MATCHLINE - MATCH TO SHEET L1.7AC
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 L1.11SEED 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
TP2-5
TP2-6A
TP2-6B
TP2-2
TP2-1
TP2-4
MODULE 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 L1.10JV1
1
JV2
1
RT
1
NS
1
RT
1
MATCH LINE - MATCH TO SHEET L1.8
MATCH LINE - MATCH TO SHEET L1.10SEED 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
TP2-6A
TP2-6B
TP2-7 TP2-8
TP2-9
TP2-10B
ACCENT MODULE - 1 ACCENT MODULE - 2
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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 L1.7
IVJD
3
IVJD
3
PM
5
IVJD
3
PM
1
AAB
3
VCO
3
CA
3
MP
3IVJD
3
MATCH LINE - MATCH TO SHEET L1.9PR1
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
*
ACCENT MODULE - 1 ACCENT MODULE - 2 ACCENT MODULE - 3
LS
2
ECP
1AS
3
LS
2
ECP
1AS
3RH
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 L
INE
-
MATCHTO SHEET
L1.8
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
MATCH LINE - MATCH TO SHEET L1.5MATCH LINE - MATCH TO SHEET L1.11
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
BB
C
C
C
C
CC
C
A
B
C
C
C
A
B
B
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 L1.11SEED 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
BOARDWALK AND TRAILS
THIS AREA PERMITTED
SEPARATELY OUTSIDE
VCOD REVIEW (ZONED R25)
KNOT
GUY
WEBBING
DO NOT CUT
LEADER
TREE PER PLAN
REMOVE ALL
DEADWOOD (DO NOT
REMOVE ANY OTHER
VEGETATION)
GUY WEBBING
ATTACHED NO
HIGHER THAN 12AND NO LOWER
THAN 13 THE
HEIGHT OF THE
TREE
TAPER MULCH
AWAY FROM
TRUNK
3" MULCH TO LIMIT
SHOWN ON PLAN
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT WITH
TREE'S ROOT
COLLAR 2" ABOVE
FINISHED GRADE
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
13 OF ROOTBALL
EX.
GROUND
REMOVE ALL
NURSERY
PROTECTION
DEVICES PRIOR TO
PLANTING
BACKFILL
COMPACTED
TO 85%
SEE PLAN FOR
LIMITS OF
MULCH
3-2"x2" HARDWOOD
STAKES. DRIVE 3'
INTO GROUND
OUTSIDE OF
ROOTBALL
ROOTBALL ON
UNDISTURBED
SUBGRADE
NOTE:
AFTER THE GUARANTEE PERIOD THE CONTRACTOR WILL BE RESPONSIBLE FOR THE
REMOVAL OF STAKES AND GUY WEBBING.
GUYING DETAIL
NTS
DECIDUOUS TREE STAKING & PLANTING
KNOT
GUY
WEBBING
GUYING DETAIL
NTS
DO NOT CUT
LEADER
TREE PER PLAN
REMOVE ALL
DEADWOOD (DO NOT
REMOVE ANY OTHER
VEGETATION)
GUY WEBBING
ATTACHED NO
HIGHER THAN 12AND NO LOWER
THAN 13 THE
HEIGHT OF THE
TREE
TAPER MULCH
AWAY FROM
TRUNK
3" MULCH TO LIMIT
SHOWN ON PLAN
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT WITH
TREE'S ROOT
COLLAR 2" ABOVE
FINISHED GRADE
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
13 OF ROOTBALL
EX.
GROUND
REMOVE ALL
NURSERY
PROTECTION
DEVICES PRIOR TO
PLANTING
BACKFILL
COMPACTED
TO 85%
SEE PLAN FOR
LIMITS OF
MULCH
3-2"x2" HARDWOOD
STAKES. DRIVE 3'
INTO GROUND
OUTSIDE OF
ROOTBALL
ROOTBALL ON
UNDISTURBED
SUBGRADE
NOTE:
AFTER THE GUARANTEE PERIOD THE CONTRACTOR WILL BE RESPONSIBLE FOR THE
REMOVAL OF STAKES AND GUY WEBBING.
EVERGREEN TREE STAKING & PLANTING
GUYING DETAIL
NTSSLOPE
NOTE:
SLOPE PLANTING STAKES SHALL BE PLACED PARALLEL TO SLOPE.
DO NOT CUT
LEADER
TREE PER PLAN
REMOVE ALL
DEADWOOD (DO NOT
REMOVE ANY OTHER
VEGETATION)
TAPER MULCH
AWAY FROM
TRUNK
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT WITH
TREE'S ROOT
COLLAR 2" ABOVE
FINISHED GRADE
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
13 OF ROOTBALL
EX.
GROUND
3" MULCH
REMOVE ALL NURSERY
PROTECTION DEVICES
PRIOR TO PLANTING
BACKFILL
COMPACTED
TO 85%
ROOTBALL ON
UNDISTURBED
SUBGRADE
TAPER SLOPE
TO MATCH EX.
GROUND
EVERGREEN TREE PLANTING ON SLOPE
EX. GRO
U
N
D
KNOT
GUY
WEBBING
DO NOT CUT
LEADER
TREE PER PLAN
REMOVE ALL
DEADWOOD (DO NOT
REMOVE ANY OTHER
VEGETATION)
TAPER MULCH
AWAY FROM
TRUNK
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT WITH
TREE'S ROOT
COLLAR 2" ABOVE
FINISHED GRADE
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
13 OF ROOTBALL
EX.
GROUND
3" MULCH
GUYING DETAIL
NTSSLOPE
REMOVE ALL NURSERY
PROTECTION DEVICES
PRIOR TO PLANTING
BACKFILL
COMPACTED
TO 85%
ROOTBALL ON
UNDISTURBED
SUBGRADE
TAPER SLOPE
TO MATCH EX.
GROUND
NOTE:
SLOPE PLANTING STAKES SHALL BE PLACED PARALLEL TO SLOPE.
DECIDUOUS TREE PLANTING ON SLOPE
EX. GRO
U
N
D
KNOT
GUY
WEBBING
KNOT
GUY
WEBBING
TREE PER PLAN
REMOVE ALL
DEADWOOD (DO NOT
REMOVE ANY OTHER
VEGETATION)
GUY WEBBING
ATTACHED NO
HIGHER THAN 12AND NO LOWER
THAN 13 THE
HEIGHT OF THE
TREE
TAPER MULCH
AWAY FROM
TRUNK
3" MULCH TO LIMIT
SHOWN ON PLAN
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT WITH
TREE'S ROOT
COLLAR 2" ABOVE
FINISHED GRADE
CUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP
13 OF ROOTBALL
EX.
GROUND
REMOVE ALL
NURSERY
PROTECTION
DEVICES PRIOR TO
PLANTING
BACKFILL
COMPACTED
TO 85%
SEE PLAN FOR
LIMITS OF
MULCH
3-2"x2" HARDWOOD
STAKES. DRIVE 3'
INTO GROUND
OUTSIDE OF
ROOTBALL
ROOTBALL ON
UNDISTURBED
SUBGRADE
NOTE:
AFTER THE GUARANTEE PERIOD THE CONTRACTOR WILL BE RESPONSIBLE FOR THE
REMOVAL OF STAKES AND GUY WEBBING.
GUYING DETAIL
NTS
MULTI-STEM TREE STAKING & PLANTING
PROVIDE 6" MIN. GOOD QUALITY
FERTILE LOAM OR REUSE EX.
AND PROVIDE ADDITIONAL LOAM
AS REQUIRED FOR MIN. 6" DEPTH
SANDY LOAM FILL AS
REQUIRED TO RAISE GRADE
OR COMPACTED EXISTING
SUBGRADE
LOAM AND SEEDL+S
GRASS SEED - SEE NOTES
FOR SEED MIX TYPE
PRUNE ALL
DEADWOOD (DO NOT
REMOVE ANY OTHER
VEGETATION)
TAPER MULCH AWAY
FROM TRUNK
3" MULCH TO LIMIT
SHOWN ON PLAN
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT WITH SHRUB'S
ROOT COLLAR 2"
ABOVE FINISH GRADECUT AND REMOVE
BURLAP AND WIRE
BASKET FROM TOP 13OF ROOLBALL. FOLD
UNDER , SO AS NOT TO
EXPOSE ABOVE GRADE
SHRUB PER PLAN
BACKFILL
COMPACTED
TO 85%
SEE PLAN FOR
LIMITS OF
MULCH
ROOTBALL ON
UNDISTURBED
SUBGRADE
EX.
GROUND
SHRUB PLANTING
2" MULCH TO LIMIT
SHOWN ON PLAN
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
PLANT PERENNIAL
AT DEPTH EQUAL
TO THAT WHICH THE
PLANT WAS GROWN
IN THE NURSERY
EX.
GROUND
PERENNIAL
PER PLANTAPER MULCH
AWAY FROM TRUNK
SEE PLAN FOR
LIMITS OF MULCH
BACKFILL
COMPACTED
TO 85%
GENTLY HAND LOOSEN
SOIL FROM AROUND
ROOTBALL WITHOUT
SEVERING MAIN ROOTS
SPREAD ROOTS OVER
UNDISTURBED
SUBGRADE
PERENNIALS & GRASSES PLANTING
REMOVE ALL DEADWOOD
(DO NOT REMOVE ANY
OTHER VEGETATION)
TAPER MULCH
AWAY FROM TRUNK
3" MULCH
MOUND WITH
EXCAVATED SOIL TO 3"
ABOVE FINISH GRADE
EX.
GROUND
PLANT WITH
SHRUB'S ROOT
COLLAR 2" ABOVE
FINISH GRADE
SHRUB PER PLAN
TAPER SLOPE TO
MATCH EX. GRADE
CUT AND REMOVE
BURLAP FROM TOP
13 OF ROOTBALL
BACKFILL
COMPACTED
TO 85%
ROOTBALL ON
UNDISTURBED
SUBGRADE
SHRUB PLANTING ON SLOPE
EX. GRO
U
N
D
RINGS FILLED WITH CONCRETE
SAND (CLEAN, SHARP AND).VARIES AS PER LOADING REQUIREMENTS
-COMPACTED SANDY GRAVEL ROAD BASE
95% MODIFIED PROCTOR DENSITY
-6 INCHES TO 12 INCHES (DEPTH OF BASE
COURSE TO BE DETERMINED BY ON-SITE
ENGINEER)
-SEE FULL TECHNICAL SPECIFICATIONS
FOR COMPOSITION
TOP OF GRASS ROOT MASS
6MM (14") ABOVE TOP OF RING
GRASS PAVE 2 ATTACH
WITH SNAP-FIT FASTENERS
RINGS FILLED WITH CONCRETE
SAND (CLEAN, SHARP AND)
COMPACTED SANDY GRAVEL
BASE COURSE - SEE FULL TECHNICAL
SPECIFICATIONS FOR COMPOSITION
ENLARGEMENT
HYDROGROW MIX BELOW RING -
SUPPLIED FREE BY MANUFACTURER
RT REINFORCED TURFGRASS
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
SHEET NO.
SCALE
1/18/23
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
REGISTERED PROFESSIONAL
NONE
PLANTING DETAILS
- 1
L.2.1