HomeMy WebLinkAbout811 Rte 28 Planner Report 051024 with Attachments
T O W N O F Y A R M O U T H
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4492
Telephone (508) 398-2231, Ext. 1276, Fax (508) 398-2365
MEMORANDUM
To: Planning Board
From: Kathy Williams, Town Planner
Date: May 31, 2024
Subject: The Residences at 811 Main – 811 Route 28, South Yarmouth
Assessor Map 32.72 - Village Centers Overlay District (VCOD) VC2
A. General Description: The Applicant is proposing to redevelop the 0.58 acre property into multi-
family housing, with a total of eight, one-bedroom units utilizing Zoning Bylaw Section 414 - Village
Centers Overlay District (VCOD) VC2. The existing single-family dwelling and shed will be razed
and a new multi-family townhouse building will be constructed with shared central laundry room.
The project also includes reconfiguration and expansion of a shared-access drive (shared with 807
Route 28), utility connections, a new sewage disposal system, stormwater management and
landscaping. The project also includes a fenced-in dumpster in the rear of the site, bike rack and fire
truck turn around. The property is located within a floodplain with a Base Flood Elevation of 11.
B. Process-VCOD Site Plan Review: VCOD Design Standards per Section 414.8 and the Architectural
& Site Design Standards are mandatory for VCOD projects. The Planning Board reviews the project
for compliance with these standards, however the VCOD SPR is not a Special Permit Decision and
does not grant any zoning relief or make any zoning determinations. Applicants have the right to
appeal the decision of the Planning Board to the Zoning Board of Appeals. Any zoning relief required
would be done through the Zoning Board of Appeals (ZBA), as determined by the Building
Commissioner. Final action by the Planning Board on VCOD applications needs to occur within 50
calendar days of the application submission. The application was received on March 26, 2024 and a
30 calendar day extension was executed to allow time for the applicant to make revisions to the plans.
The Planning Board has until June 13th to make a decision unless an extension is granted. This item is
on the June 5th Planning Board Agenda.
C. Comments from Other Committees: The applicant met with the Site Plan Review Team on April
16th (see attached SPR Comment Sheet). Please note that many comments from the SPR involve other
regulations or permits that the Applicant must adhere to or obtain and are not under the purview of the
VCOD SPR. The applicant made modifications to address some of the SPR comments prior to
submission to the Design Review Committee, and summarized these revisions in the attached April
30th letter from Brian Yergatian of BSC Group.
The applicant met with the Design Review Committee (DRC) on May 7th (see attached Design Review
Comment Sheet). The DRC reviews VCOD projects for mandatory compliance as it relates to the
Architectural and Site Design Standards and is advisory to the Planning Board. Based on the DRC
comments, the applicant made further modifications to the plans prior to submission to the Planning
Board, and summarized these revisions in a May 23rd letter from Brian Yergatian.
Planning
Division
Planning Board
811 Route 28
May 31, 2024
Page 2 of 3
Some remaining items for consideration by the Planning Board:
• Ensuring that the plantings along the property line to the south (abutting the residential zoning
district) meet the full requirements of Zoning Bylaw Section 414.8.9.3.b which states:
Within the twenty (20) foot buffer to a residentially zoned area, a vegetated, virtually
opaque screen shall be provided by a minimum six (6) foot wide planting strip maintained
with densely planted shrubs not less than six (6) feet in height, except as allowed under
paragraph f below. Shrubs shall be at least seventy-five percent (75%) evergreens however
the use of tall, monoculture, and uniformly planted rows of evergreens or other similar
species shall not be used.
This is particularly important as the applicant will be requesting relief from the rear property
setback which is to be 20’, or the height of the building, whichever is greater. The building
height is about 28’ and the rear setback is shown at 21.1’.
• Existing trees have been added to the plans, but it is unclear the type/size and which trees are to
remain. Existing trees to remain and be protected should be included on the Erosion &
Sediment Control Plan to ensure they are not accidentally removed within the work limits.
Consider relocating the watermain further from the retained existing buffer trees to avoid root
damage (and relocate gas line outside of infiltration structure).
• Dumpster pad needs to be located outside the 20’ buffer. May wish to discuss timing of trash
removal due to noise and proximity of the residential abutters.
• Suggest varying the building materials on the eastern side of the building between clapboards
and shingles.
• Prior to seeking relief, the applicant should meet with the Building Commissioner to identify
items requiring relief including one discrepancy from the Architectural & Site Design Standard
for locating utilities underground as overhead utilities remain to the first utility pole located
within the property (along the eastern property line), then go underground. This was done to
avoid trenching under Route 28 to access the utility poles on the north side of the road. Also as
noted above relief will be needed for the rear yard setback.
D. Planner Comments: The following is suggested language for consideration by the Planning Board.
Motion to approve The Residents at 811 Main multi-family housing project at 811 Route 28 as
presented at the Planning Board meeting of June 5, 2024 and in accordance with the plans and
materials submitted, subject to the following conditions:
1. Revised Easement for the shared access driveway shall be recorded at the Barnstable
Country Registry of Deeds prior to issuance of a building permit.
2. Vary the building materials on the eastern side of the building between clapboards and
shingles.
3. Provide one (1) affordable unit.
4. Locate dumpster and dumpster pad outside the 20’ rear buffer.
5. Existing trees which are to be retained, and protected during construction, shall be
identified on the Erosion & Sediment Control Plan.
6. Plantings along the southern property line (abutting the residential zoning district) shall
fully meet the requirements of Zoning Bylaw Section 414.8.9.3.b.
7. Any relief required shall be sought through the Zoning Board of Appeals.
Planning Board
811 Route 28
May 31, 2024
Page 3 of 3
ATTACHMENTS:
• VCOD SPR Application, Design Review Application, March 18, 2024 BSC Project Narrative and
VCOD SPR Checklist
• Building Mounted lighting specification sheet
• Site Plan Review Comment Sheet, April 16, 2024
• April 30th Plan Revision Summary Letter from BSC Group
• Design Review Comment Sheet, May 7, 2024
• May 23, 2024 Plan Revision Summary Letter from BSC Group
• Architectural Plans: Prepared by ERT Architects, dated April 25, 2024
o A.1 – Floor Plans
o A.2 - Elevations
• Site Plans: All plans prepared by BSC Group, dated March 18, 2024, last revised May 22, 2024
o Cover Sheet
o Existing Conditions Plan
o Erosion & Sediment Control Plan
o Site Preparation & Demolition Plan
o Layout & Materials Plan
o Grading & Drainage Plan
o Septic & Utilities Plan
o Planting Plan
o Details (3-sheets)
June 5, 2024
5:30 PM
VCOD SPR Rev. 12/12/12 Page 2 of 2
Brief Project Description: _________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
List (petition number and date) and attach copies of prior Board of Appeals Petitions
(This information can be obtained from the Board of Appeals Office)
______________________________________________________________________
______________________________________________________________________
Special Permit Relief Required from Zoning Board of Appeals, if applicable (Specify
Section and Relief Sought):
______________________________________________________________________
List of Hazardous Materials and Quantities (attach if necessary):
______________________________________________________________________
Signature of Applicant____________________________Date____________________
Signature of Owner______________________________Date____________________
(if not Applicant)
The Applicant is proposing to redevelop the property as multi-family housing, with a
total of eight, one-bedroom units. The existing single-family dwelling and shed will be
razed and a new multi-family townhouse building will be constructed. The project also
includes reconfiguration of a shared-access drive, utility connections, a new sewage
disposal system, stormwater management and landscaping.
N/A
No on-site storage of hazardous materials will be permitted.
3/17/2024
OWNERS:
Roseanna Nikolaidis
4 Vineyard Cir
Sagamore Beach, MA 02562
Lambros Nikolaidis
812 Main St. Rt 28
South Yarmouth, MA 02664
Engineers
Environmental Scientists
Software Developers
Landscape Architects
Planners
Surveyors
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
MARCH 18, 2024 www.bscgroup.com
Town of Yarmouth
Department of Community Development
1146 Route 28
South Yarmouth, MA 02664
RE: 811 Route 28, Multi-family development, VCOD
To Whom It May Concern,
BSC Group, Inc. (BSC) Is pleased to present the following application package for a multi-family residential development
at 811 Route 28, pursuant to Section 414 of the Town of Yarmouth Zoning Bylaws, for a VCOD development. The following
summary has been prepared to assist the Town in its review of the proposed development, as outlined in the Operational
Regulations of the Yarmouth Planning Board.
Existing Site
The site exists today as a developed single-family residence. The parcel contains 25,500± square feet of uplands and is
located on Route 28 In the B2 Zoning District and the HMOD1, VC2 Overlay Districts.
The site currently has two curb cuts near the northeast and northwest corners of the property. The more westerly curb
cut Is a shared driveway, which Is also used by 807 Route 28, a commercial property. The dwelling Is served by municipal
water, gas, overhead electric & telecommunication utilities. The site includes an on-site sewage disposal system for
sanitary sewage disposal.
In addition to the single-family dwelling, the site also contains a large shed that Is located in the southwest corner of the
property. The front yard contains a large gravel open space, as well as portions of a parking lot, which serves the
adjacent commercial property at 807 Route 28.
Proposed Development
The Applicant Is proposing to construct a 2-story townhouse-style apartment building in the center of the property,
containing eight (8), one-bedroom, townhouse-style apartment units. Prior to construction of the proposed site
improvements, erosion & sedimentation controls will be established and the existing dwelling and shed will be
demolished.
Site Access
The site is located on Main Street (Route 28), which is a State Highway. Therefore, an Access Permit is required by
MassDOT prior to construction. The Applicant is proposing to reconstruct the existing sidewalk that runs along Route 28
in front of the property, which will likely be required by MassDOT. In addition, the easterly curb cut will be closed, and the
shared driveway on the western side of the property will be reconfigured to serve the proposed development, as well as
the adjacent site at 807 Route 28. The proposed driveway is 230 feet long and will provide access to each of the units. A
paved turnaround is included for Fire Department access and turnaround. Each unit will have Its own parking space in
front of the unit.
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
Wastewater
The design includes a septic system that is located on the western side of the building, underneath the common
driveway. Soil testing was performed by BSC and witnessed by the Yarmouth Health Division Staff In November 2023.
Five (5) test pits were excavated, evaluated and logged. Site soils are comprised of fine sand with generally 2-3 feet of
overburden consisting of loamy sand topsoil and subsoil. Groundwater was observed in Test Pits 3, 4 & 5 at depths of 120,
120 and 115" below the existing ground surface, respectively. Percolation testing was performed in Test Pits 3 and 5,
yielding a result of less than 2 minutes per inch.
Stormwater Management
Stormwater management facilities have been designed in accordance with the Massachusetts Stormwater Handbook.
Catch basins located at the northern and southern end of the driveway will collect stormwater runoff from the driveway
and surrounding pervious areas. Collected stormwater from these areas will be treated via water quality structure and
then conveyed to a subsurface Infiltration system consisting of twenty-one (21) Cultec R-330XLHD leaching chambers
for attenuation and groundwater recharge. Stormwater runoff from the building roof will be collected by gutters and
conveyed via roof drains to an Infiltration system located on the eastern side of the building, consisting of ten (10) Cultec
R-150XLHD leaching chambers. In addition to these systems, the stormwater design for this facility also includes a bio-
retention area (rain garden) in the southeast corner of the site, which will manage stormwater runoff from the eastern
side yard. Each of these systems has been designed in accordance with the Massachusetts Stormwater Management
Standards, as is capable of attenuating peak runoff associated with a 100-year storm.
Utility Services
Other utility services required to support this project include domestic water, electric, telecommunications and natural
gas. The existing water service will be upgraded to a 2" domestic water service and reconfigured to serve the proposed
building. Existing electrical service to the house is provided by overhead wire to a riser pole located along the eastern
boundary of the site, approximately 75 feet away from Route 28. The applicant is proposing to maintain the overhead
electrical service to this pole but will provide a new underground service to the building from this point. The final design
will ultimately be as approved by Eversource.
The site Is also served by natural gas. The existing service will be decommissioned, and a new gas service will be
installed to serve the new building. This design will ultimately be as approved by National Grid.
We look forward to presenting this project to the Town. In the interim, please feel free to contact us, should you have
any questions or concerns.
Sincerely,
BSC Group, Inc.
Brian G. Yergatian, P.E., LEED AP
Senior Civil Engineering Manager, Senior Associate
Operational Regulations of the Yarmouth Planning Board
Last Revised December 12, 2012
- 15 -
VCOD Site Plan Review Application Checklist
Application Form
Fee
One(1) original and twenty-two (22) hard copies of the required information outlined
below. A Professional Land Surveyor or Professional Civil Engineer or licensed
architect shall sign and date and place their seal upon all pertinent documents and
plans as appropriate to their discipline. All drawings shall be prepared on standard
24" x 36" plan sheets. Site Plans shall be at a minimum scale of 1" = 40' unless
otherwise specified. Elevation drawings, where required, shall be drawn at a
minimum scale of 1" = 4'. Drawings may be submitted in 11x17 format if plotted at a
standard scale and are fully legible. All drawings must be to scale. If 11x17
drawings are submitted, one full size set of all plans shall also be submitted.
Digital Format of all Submittal Information: In addition to hard copies provided, all
applications, supporting data, plans and specifications must be submitted in Adobe
pdf digital format on CD or DVD. All site plans and architectural plans shall be
included in one pdf file. Site Plans shall also be provided in AutoCad.dwg format. If
requested, plans shall also be provided in the following acceptable digital formats:
ESRI standard .shp or geodatabase file formats. All feature types that are shown on
the recorded plans must be organized in separate layers to allow for easy viewing in
digital format (e.g., right of way, buildings, lot lines, utilities, etc.). All drawing shall
be geo-referenced in Mass State Plane coordinates to allow for easy integration into
GIS.
The following information shall be included the submittal package:
Basic Information (for all plans)
1._______ Name of the proposed development.
2._______ Name and address of property owner and applicant.
3._______ Name, address and telephone number of person or firm preparing
application plan and/or materials.
4._______ Date of plan/materials preparation, with revision date(s) (if any).
5._______ Graphic scale and true north arrow on any graphic representations.
6._______ Assessors Map and lot number(s) of the parcel.
Operational Regulations of the Yarmouth Planning Board
Last Revised December 12, 2012
- 16 -
Site Information
1._______ Regional Locus - A locus plan locating the site on the most recent
USGS quadrangle map that includes a half-mile radius around the site
and zoning district boundaries.
2._______ Aerial Locus – The latest available aerial photograph produced at the
same scale as the Regional Locus, including labeled street names.
3._______ Existing Conditions Plan – The location or identification of the following
features:
a._____ Surveyed property boundary;
b._____ Wetlands, streams, water bodies, and their regulatory buffers; other
regulatory setbacks/buffers; and 100-year flood plain boundary with
elevation;
c._____ Zoning setbacks ;
d._____ Unique natural land features, including all stonewalls, trees over
eight (8) inches in diameter measured at breast height, rock
outcrops, and the general location of the tree line;
e._____ Adjacent streets with dimensions;
f._____ Existing driveways or other means of access to and from the site
with dimensions;
g._____ Existing on-site structures and structures on abutting properties if
within 20’ of the property line;
h._____ Adjacent properties including lots on the opposite sides of adjacent
streets with owners’ names;
i._____ Any deeds of easement, rights-of-way, covenants and any other
agreements connected with the site with dimensions;
j._____ Existing utilities;
k._____ Existing stormwater management facilities;
l._____ Existing wastewater management facilities with design flow noted;
m._____ Topography in two-foot intervals with spot elevations.
4._______ General Proposed Development Plans (information can be contained
on multiple plans)
a._____ Surveyed property boundary;
b._____ Wetlands, streams, water bodies, and their regulatory buffers; other
regulatory setbacks/buffers; and 100-year flood plain boundary with
elevation;
c._____ Retained and proposed structures with height, footprint, total gross
floor area, number of stories noted;
d._____ If a structure is located in a setback, the measured setbacks for
each structure to the nearest lot line and/or structure with
Operational Regulations of the Yarmouth Planning Board
Last Revised December 12, 2012
- 17 -
annotation for required zoning setback;
e._____ Proposed deeds of easement, rights-of-way, covenants and any
other agreements connected with the site with dimensions;
f._____ Stormwater management system locations with description noted
(e.g., “swale”, “bioretention facility”, “recharge chamber”, etc.)
g._____ Wastewater treatment facilities locations with description of the
system and design flow noted;
h._____ Water supply infrastructure location and description;
i._____ Proposed telephone/electric/cable with transformer locations.
j._____ Delineation of landscaped areas;
k._____ Parking and loading areas with stall dimensions, striping, islands,
walkways, and number of spaces;
l._____ Proposed vehicular and pedestrian connections to adjacent
parcels, or identification of locations where future connections could
be made.
m._____ Circulation features such as site access, bicycle lanes/striping,
general flow of automobile traffic, stacking capacity for any drive-
through lanes, bicycle racks, speed bumps, crosswalks, and
sidewalks. For crosswalks and sidewalks, materials, color, finish,
and dimensions shall be noted;
n._____ Location of waste disposal collection bins and associated
screening;
o._____ Parking requirement calculations and description of any shared
parking or off-site parking strategies with associated calculations.
p._____ Proposed topography in two-foot contours with spot elevations as
required. All proposed first floor elevations of all buildings.
q._____ Summary of zoning dimensional requirements, existing and
proposed, with appropriate footnotes.
r._____ Erosion Prevention and Sediment Control plans.
5._______ Lighting and Signage Plan
a._____ The location, dimensions, height of all signs and lighting;
b._____ Sketches or other stock images shall be provided to show typical
applications to be used for free-standing and wall mounted lights to
demonstrate compliance with the VCOD standards (separate sign
permits required);
c._____ Lighting plan showing the location of all fixtures with lumen output
and foot candle intensity at property boundaries;
d._____ Identification of any existing signs that will be improved or replaced
in order to achieve compliance with VCOD standards.
Operational Regulations of the Yarmouth Planning Board
Last Revised December 12, 2012
- 18 -
6._______ Landscaping/Planting Plan
a._____ List of proposed plants in their common name and Latin name with
variety, and proposed sizes;
b._____ Location of each plant listed in 6a above;
c._____ Parking Lot canopy calculations.
d._____ Location, dimension, height, style, color, and materials for any
decorative walls or fences proposed.
e._____ Location, width, materials and colors of all pedestrian pathways.
f._____ Location of any protective measures during construction including
tree barriers.
7._______ Building Information – The applicant shall provide the following building
and architectural information:
a._____ Architectural elevations demonstrating compliance with the VCOD
standards for materials, rooflines, fenestration, signage and
entrances as applicable.
b._____ Architectural first floor plans for all proposed buildings or building
expansions.
c._____ Identify all building materials on the plans or in a separate narrative.
Provide information and material samples where applicable, or
requested, on the following:
1. Siding: materials, color and exposure;
2. Roof: material, color and exposure;
3. Windows: manufacturer, style, exterior material and color, grill
configuration;
4. Doors: material, style and color(s);
5. Trims: Materials, dimensions and color(s) for trim associated with
Windows, Doors, Corner Boards, Soffit, Fascia, Frieze, Rake Boards;
6. Decks: size, materials, colors;
7. Stair and Deck Railings: materials, dimensions and colors of top and
bottom rails, balusters and posts;
8._______ Supplementary Information – The applicant shall provide a narrative
report with the following information.
a._____ Narrative summary of basic information.
b._____ Narrative summary of existing conditions.
c._____ Narrative summary and any additional documentation of strategy to
provide water supply.
d._____ Narrative summary and any additional documentation of strategy to
treat and dispose of wastewater including a description of on-site
soils, depth to groundwater throughout the site, and any test pit
investigations that may have been performed.
Operational Regulations of the Yarmouth Planning Board
Last Revised December 12, 2012
- 19 -
e._____ Narrative summary and any additional documentation of strategy to
treat and discharge stormwater and, where applicable, the
relationship between the stormwater management strategy and any
impairment identified on the watershed 303(d) list.
f._____ All documentation for subsurface soil investigations referenced by
code or key to locations of testing sites on submitted plans.
g._____ Stormwater flow calculations associated with all best management
practices shown on submitted plans including discharge volume
calculations for design storm frequencies, peak discharge rates for
design storm frequencies, and soil percolation rates. Stormwater
runoff calculations shall be conducted in HydroCad or similar
software program using TR-20 or TR-55.
h._____ Maintenance plans associated with all on-site utilities, responsible
parties, descriptions of associated covenants, and funding sources
where applicable.
i._____ Calculations associated with wastewater design flows.
j._____ Description of proposed phasing (if any).
k._____ Description of compliance with inclusionary zoning requirements
[Sections 412.2 and 414.5.2.3].
l._____ Narrative description of the use of any open space including the
uses that are proposed, the management structure for the open
space, and a description of the restrictions that will be placed upon
the open space area as applicable.
9._______ If requested by the Planning Board, the application shall also include a
Technical Review Fee to cover the review of specific design or
engineering elements of the proposed development subject to MGL.
Chapter 44, Section 53G.
PRODUCT SPECIFICATION SHEET
1-Light Black Wall Sconce
Black
Item No:LDOD4039BK
Silver
Item No:LDOD4039S
Available Finishes
7.88inches
4.25inches
6.5inches
Engineers
Environmental Scientists
Software Developers
Landscape Architects
Planners
Surveyors
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
APRIL 30, 2024 www.bscgroup.com
Kathy Williams, P.E.
Yarmouth Town Planner
1146 Route 28
South Yarmouth, MA 02664
RE: DRC Application, 811 Route 28
Dear Kathy,
BSC Group, Inc. (BSC) has revised the site plans for the proposed multi-family development at 811 Route 28 in
South Yarmouth. The plans were revised based on the comments that we received during the VCOD Site Plan
Review meeting on April 16, 2024. The following summarizes the plan modifications that have resulted in the current
site plans, revised April 26, 2024:
· Added a sidewalk connection to the existing sidewalk on Route 28.
· Moved the bike rack further away from the fire lane and added protective bollards.
· Added a 3’ x 3’ concrete pad to the rear of each unit for a condenser. The hot water heater will be located in
the closet below the stairs of each unit.
· Modified the design of the septic system. The previous design included 500-gallon precast concrete
chambers. These were replaced with Cur-tech CTL-12 chambers, which have a shallower profile.
· Swapped the location of Infiltration System #1 and the reserve area to provide greater separation to
between the infiltration and soil absorption systems.
· Modified the grading of the access drive to ensure more effective drainage of stormwater runoff.
· Decreased the overall length of the access drive and moved the dumpster out of the 20-foot buffer to the
residentially zoned properties to the south.
· Added four (4) new trees at intervals of 30 feet, along the southern boundary of the site to comply with the
VCOD buffer requirements.
· Modified site landscaping by replacing invasive species with non-invasives.
· Combined driveways of Units 1 & 2, Units 3 & 4, Units 5 & 6 and Units 7 & 8. This allowed us to increase the
width of the landscaped islands between Units 2 & 3 and Units 6 & 7, in order to provide larger canopy trees
in those locations.
· Added plantings to the proposed Rain Garden.
· Replaced English Yew with Holly throughout the site.
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
I look forward to presenting them to the Design Review Committee next week. If you have any questions or
comments in the interim, please feel free to reach out at your convenience.
Sincerely,
BSC Group, Inc.
Brian G. Yergatian, P.E., LEED AP
Manager of Civil Engineering, Senior Associate
Engineers
Environmental Scientists
Software Developers
Landscape Architects
Planners
Surveyors
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
MAY 23, 2024 www.bscgroup.com
Kathy Williams, P.E.
Yarmouth Town Planner
1146 Route 28
South Yarmouth, MA 02664
RE: DRC Application, 811 Route 28
Dear Kathy,
BSC Group, Inc. (BSC) has revised the site plans for the proposed multi-family development at 811 Route 28 in
South Yarmouth. The plans were revised based on the comments that we received from Staff during the Design
Review meeting on May 7, 2024. The following summarizes the plan modifications that have resulted in the current
site plans, revised May 22, 2024:
· Moved the bicycle rack closer to the building.
· Relocated Infiltration System #1 several feet to the east and slightly south to allow more space to relocate
the proposed street trees.
· Moved the proposed trees along Route 28 further away from the street. The trees are now set back a
minimum of 16 feet from the edge of the right-of-way.
· Moved the dumpster 3-4 feet closer to the southern boundary (and into the 20-foot buffer to make it easier to
back out the driveway at the southern end of the building.
· Modified the proposed plantings in the southern buffer to meet the requirements of Section 414.8.9.3.
· Moved the four (4) proposed red maple shade trees several feet closer to the access drive and extended the
length of the two (2) landscaped medians by a distance of 2 feet to reduce pavement area and increase tree
canopy coverage.
· Reduced the number of shrubs around the perimeter of the paved turnaround. These areas have been
replaced with lawn.
I look forward to presenting the Project to the Planning Board at the June 5, 2024 public hearing. If you have any
questions or comments in the interim, please contact me at your convenience.
Sincerely,
BSC Group, Inc.
Brian G. Yergatian, P.E., LEED AP
Manager of Civil Engineering, Senior Associate
MULTI-FAMILY DEVELOPMENT
811 MAIN STREET (ROUTE 28)
SOUTH YARMOUTH, MASSACHUSETTS
MARCH 18, 2024
REVISED: MAY 22, 2024
T-100 TITLE SHEET
G-100 EXISTING CONDITIONS PLAN
C-100 EROSION & SEDIMENT
CONTROL PLAN
C-200 SITE PREPERATION &
DEMOLITION PLAN
C-300 LAYOUT & MATERIALS PLAN
C-400 GRADING & DRAINAGE PLAN
C-500 SEPTIC & UTILITIES PLAN
L-100 PLANTING PLAN
C-600 - 602 DETAILS
CHRISTINA MEGGISON
693 RUSSELLS MILLS ROAD
SOUTH DARTMOUTH, MA 02748
LOCUS
LOCUS MAP
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
INDEX OF DRAWINGS
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
GOH
W
OH
W
SSSGGGGGGGWWS
S
G
G
G
G
G
S SSGOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
G
G
G
G
G
PUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 OHWOHWOHWWWWWWWWWWOHWOHWOHWOHWGGGGGGGGGIN
PLAN OF LAND
811 ROUTE 28
YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
EXISTING CONDITIONS
PLAN
MARCH 18, 2024
LOCUS
G-100
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
WWWWWGGGWWPUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 WWWWWWWWWISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
C-100
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
EROSION & SEDIMENT
CONTROL PLAN
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
WWWWWGGGGOH
W
OH
W
OH
WW
WG
G
G
G
G
S SSGOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
GOH
W
OH
W
OH
W
G
G
G
G
G
PUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 OHWOHWOHWWWWWWWWWWOHWOHWOHWOHWGGGGGGGGG349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
C-200
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
SITE PREPARATION
& DEMOLITION PLAN
MARCH 18, 2024
PUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 FIRELANE
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
C-300
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
LAYOUT & MATERIALS
PLAN
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
S SS
PUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 RDRDRDRDDDDDDDDDDD
DISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
C-400
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
GRADING & DRAINAGE
PLAN
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
WWWWWGGGGSSSGGGGGGGWS
S
G
G
G
G
G
S SSGG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
PUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 OHWOHWOHWWWWWWWWWWOHWOHWOHWOHWGGGGGGGGGRDRDRDRDWFWW WWFFFFGGG GE
S
SSS
S
SC-500
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
SEPTIC & UTILITIES
PLAN
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
PUBLI
C
W
A
Y --
4
0'
WI
D
E
ROUT
E
2
8 OHWOHWOHWOHWOHWOHWOHWWFWW WWFFFFGGG GE
(3) - QU
(3) - AC
(1) - If
(2) - Id
(6) - Ig
(6) - Ig
(3) - Ca
(3) - Ca
(5) - Ro
SS(10) - Ig
(3) - Ca
(2) - Ir
(2) - Ir
(2) - Ca
(8) - TO
(38) - Sis a
(84) - Car s
(51) - Sis a
(79) - Car m
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
S
S
S(2) - Id
(2) - Id
(54) - Lir s
(54) - Lir s
(5) - Aa2
(2) - Id
(1) - Re
(2) - Ry
(2) - Ry
(2) - Ry
(1) - AC
R=15'
R=15'
R=15'
R=15'
LAWN
LAWN
LAWN
440 SF
530 SF
530 SF
290 SF
(6) - Is
(1) - Pj
(1) - Pj
(7) - Pj
(4) - Re
(5) - Ig
(1) - Id
(3) - Is
(1) - AA
(1) - AA
(1) - AA
(1) - AA
(5) - Ca
CODE QTY BOTANICAL / COMMON NAME NOTES SIZE
EVERGREEN
TO 8 THUJA OCCIDENTALIS
AMERICAN ARBORVITAE
B & B 6-7` HT
FLOWERING / SMALL TREES
AC 4 AMELANCHIER CANADENSIS
CANADIAN SERVICEBERRY
B & B 7-8` HT.
SHADE TREESAA5 ACER RUBRUM 'AUTUMN FLAME'
AUTUMN FLAME RED MAPLE
B & B 3-3.5" CAL
QU 3 QUERCUS PALUSTRIS
PIN OAK
B & B 3-3.5" CAL
CODE QTY BOTANICAL / COMMON NAME SIZE SIZE
SHRUBS
Aa2 8 ARONIA MELANOCARPA `AUTUMN MAGIC`
AUTUMN MAGIC BLACK CHOKEBERRY
5 GAL
Ca 16 CLETHRA ALNIFOLIA
SUMMERSWEET
5 GAL
Hv 2 HAMAMELIS VIRGINIANA
COMMON WITCH HAZEL
B & B 5-6' HT.
Ig 27 ILEX GLABRA
INKBERRY HOLLY
5 GAL
Ir 4 ILEX VERTICILLATA 'FARROWBPOP'
BERRY POPPINS® WINTERBERRY
5 GAL
If 1 ILEX VERTICILLATA 'FARROWMRP'
MR. POPPINS® WINTERBERRY
3 GAL
Is 9 ILEX X CRENATA 'SOFT TOUCH'
SOFT TOUCH HOLLY
3 GAL
Id 18 ILEX X MESERVEAE 'BLUE PRINCE' & 'BLUE PRINCESS'
BLUE PRINCE AND PRINCESS HOLLY
3-4` HT
Pj 9 PIERIS JAPONICA
JAPANESE PIERIS
5 GAL
Ro 5 RHODODENDRON X `OLGA MEZITT`
OLGA MEZITT PJM RHODODENDRON
3-4` HT
Re 8 RHODODENDRON X 'ENGLISH ROSEUM'
ENGLISH ROSEUM RHODODENDRON
3-4` HT
Ry 6 RHODODENDRON YEDOENSE POUKHANENSE
'COMPACTA'
COMPACT KOREAN AZALEA
24-30" HT.
SYMBOL QTY BOTANICAL / COMMON NAME CONT SIZE SPACING
GROUND COVERS
79 CAREX MORROWII 'ICE DANCE'
ICE DANCE JAPANESE SEDGE 1 GAL 12" o.c.
84 CAREX SIDEROSTICHA 'SNOW CAP'
SNOW CAP BROADLEAF SEDGE 1 GAL 12" o.c.
108 LIRIOPE SPICATA
CREEPING LILYTURF 4" POT 10" o.c.
89 SISYRINCHIUM ANGUSTIFOLIUM 'LUCERNE'
LUCERNE BLUE-EYED GRASS 1 GAL 18" o.c.
PLANT SCHEDULE
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
L-100
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
PLANTING PLAN
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
NOTE:
RKING AREA: 5,205 SF
TREE CANOPY COVERAGE AT PARKING AREA: 1,790 SF, 34%
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION C-600
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
DETAILS
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
12" MIN.
C-601
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
DETAILS
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
6.0" [152 mm] MIN.
18.5" [470 mm]
6.0" [152 mm] MIN.
39.0" [991 mm]
CENTER TO CENTER33.0" [838 mm]12.0" [305 mm] MIN.
6.0" [152 mm] MIN.12.0' MAX.
COVER DEPTH
CULTEC NO. 410 NON-WOVEN GEOTEXTILE
AROUND STONE. TOP AND SIDES ARE
MANDATORY; BOTTOM PER ENGINEER'S DESIGN
PREFERENCENATURALLY COMPACTED FILL
FINISHED GRADE
1-2 INCH [25-50 mm] WASHED, CRUSHED STONECULTEC HVLV FC-24
FEED CONNECTOR WHERE SPECIFIED
RECHARGER 150XLHD
HEAVY DUTY CHAMBER
PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR
ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET
CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED
BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH
ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)
7.5' [2.29 m] MIN.
CULTEC NO. 4800
WOVEN GEOTEXTILE
PLACED BENEATH
FEED CONNECTORS
10.0' [3.0 m] MIN.
CULTEC NO. 4800
WOVEN GEOTEXTILE
PLACED BENEATH
INLET PIPES
PIPE PER ENGINEER DESIGN.
PIPE TO BE INSERTED 12.0 INCHES [305 mm] MIN. INTO CHAMBER.
MAXIMUM PIPE SIZE:
12.0" [300 mm] HDPE
15.0" [375 mm] PVC
FINISHED GRADE
NATURALLY COMPACTED FILL
CULTEC NO. 410 NON-WOVEN GEOTEXTILE
AROUND STONE. TOP AND SIDES MANDATORY,
BOTTOM PER ENGINEER'S DESIGN PREFERENCE
CULTEC HVLV FC-24 FEED CONNECTOR
WHERE SPECIFIED
CULTEC RECHARGER 150XLHD
HEAVY-DUTY CHAMBER
6.0 INCH [152 mm] MIN. DEPTH OF
1-2 INCH [25-50 mm] WASHED, CRUSHED
STONE ABOVE CHAMBERS
12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH
[25-50 mm] WASHED, CRUSHED STONE BORDER
SURROUNDING ALL CHAMBERS
6.0 INCH [152 mm] MIN. DEPTH OF
1-2 INCH [25-50 mm] WASHED, CRUSHED
STONE BELOW CHAMBERS
FINISHED GRADE
6.0" [152 mm] [150mm] MIN.
15.0"
[375mm]
6" [150mm] SDR-35 BELL END
CUT FOR 6" OF INSERTED PIPE
6" [150mm] SDR-35 RISER (LENGTH VARIES)
6" [150mm] PVC SCREW IN CAP
AASHTO HS-25 RATED CAST IRON
FRAME AND SOLID COVER
12" X 6" [300mmX150mm] CULTEC INLINE
DRAIN / CLEAN-OUT BASIN w/ GASKETED
SDR-35 CONNECTION
6.25" [160mm] HOLE TO BE CUT w/ HOLE
SAW CENTERED ON CORRUGATION CREST
NATURALLY COMPACTED FILL
CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE.
TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S
DESIGN PREFERENCE
CULTEC RECHARGER 360HD
HEAVY-DUTY CHAMBER
CULTEC HVLV FC-48 FEED CONNECTOR
WHERE SPECIFIED
FINISHED GRADE
NATURALLY COMPACTED FILL
PIPE PER ENGINEER DESIGN
PIPE TO BE INSERTED 12.0 INCHES [305mm] MIN. INTO CHAMBER
MAXIMUM PIPE SIZE:
24" [600mm] HDPE
30" [750mm] PVC
6.0 INCH [152mm] MIN. DEPTH OF
1-2 INCH [25-50mm] WASHED, CRUSHED
STONE BENEATH CHAMBERS
12.0 INCH [305mm] MIN. WIDTH OF 1-2 INCH
[25-50mm] WASHED, CRUSHED STONE
BORDER SURROUNDING ALL CHAMBERS
6.0 INCH [152mm] MIN. DEPTH OF
1-2 INCH [25-50mm] WASHED, CRUSHED
STONE BENEATH CHAMBERS
12.0' [3.66m] MIN.
CULTEC NO. 4800
WOVEN GEOTEXTILE
PLACED BENEATH
INLET PIPES 7.5' [2.29m] MIN.
CULTEC NO. 4800
WOVEN GEOTEXTILE
PLACED BENEATH
FEED CONNECTORS
CULTEC RECHARGER 360HD
HEAVY DUTY CHAMBER
CULTEC HVLV FC-48 FEED CONNECTOR
WHERE SPECIFIED
1-2 INCH [25-50mm] WASHED, CRUSHED STONE
SURROUNDING CHAMBERS FINISHED GRADE
CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND
STONE. TOP AND SIDES MANDATORY, BOTTOM PER
ENGINEER'S DESIGN PREFERENCE
NATURALLY COMPACTED FILL
6.0" [153 mm] [152mm] MIN.
36.0" [915 mm] [914mm]
12.0" [304 mm] [305mm] MIN.
6.0" [153 mm] [152mm] MIN.
12.0' [3.66m] MAX.
COVER DEPTH
60.0" [1524 mm]
[1525mm]
69.0" [1752 mm] [1753mm] MIN.
CENTER TO CENTER12.0" [306 mm] [305mm] MIN.
PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR
ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET
CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD
FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)
9.0" [228 mm] [229mm] MIN.
NOTES:
1. THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER
COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:
1.a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER
1.b. MAXIMUM PERMANENT (50-YEAR) COVER LOAD
1.c. 1-WEEK PARKED AASHTO DESIGN TRUCK LOAD
2. THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
3. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED
ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING:
3.a. THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430
3.b. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75
3.c. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95
FINISHED GRADE
6.0" [150 mm] SDR-35 / SCH 40 PVC
(INSERTED 8.0" [203 mm] INTO CHAMBER)
TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO
MATCH O.D. OF 6.0" [150 mm] INSPECTION PORT PIPE
6.0" [150 mm] SDR-35 / SCH. 40 PVC COUPLING
6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER
6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP
CLEAN-OUT ADAPTER W/ SCREW-IN CAP
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION C-602
MULTI-FAMILY
RESIDENTIAL
811 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
DETAILS
MARCH 18, 2024
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919