HomeMy WebLinkAboutVCOD 2025-2 703 Rte 28 Planner Report 032426 with attach Application
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: March 26, 2026
Subject: VCOD SPR #2025-2 - The Residences at Parkers River – 703 Route 28, S. Yarmouth
Assessor Map 32.120 - Village Centers Overlay District (VCOD) VC1
A. General Description: The currently developed 0.81-acre property along the Parkers River contains a
commercial building with on-site septic, overhead utilities, paved parking and two curb cuts off Route
28. The site is located in a FEMA floodplain (Base Flood Elevations of 11 & 12) along with wetland
resources and their buffers. The property also includes a 20’ wide pedestrian easement and 15’ wide
vehicle easement for the purpose of public access to the Parkers River.
The Applicant is proposing to redevelop the site utilizing Zoning Bylaw Section 414 - Village Centers
Overlay District (VCOD) VC1. The project includes three (3) duplexes for a total of six (6) 4-
bedroom residential units with parking below the units and accessed off a reduced single curb cut off
Route 28. Landscaping has been provided with street trees and enhanced plantings in the wetland
buffer areas. The units will be serviced with Town water and sewer, buried electric/communication
utilities, gas, and drainage consisting of water quality catch basins/underground infiltration with a
reduction in impervious area.
B. Process-VCOD Site Plan Review: VCOD Design Standards per Section 414.8 and the Architectural
& Site Design Standards are mandatory for VCOD projects, or relief is needed. 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 December 23,
2025, along with a 30-calendar day extension followed by a 45-calendar day extension to allow time
for the applicant to make revisions to the plans based on comments from the Design Review
Committee and the Site Plan Review Team. The Planning Board has until April 26th to make a decision
unless another extension is executed. This item is on the April 1st Planning Board Agenda.
C. Comments from Other Committees:
1. Design Review Committee Comments: The applicant met with the Design Review Committee
(DRC) on January 13, 2026 (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. To address some DRC comments, the applicant
Planning
Division
Planning Board
703 Route 28
March 26, 2026
Page 2 of 3
provided renderings showing the building colors and additional elevations for all sides of the three
buildings; moved the street trees and transformer back from Route 28 to accommodate future
takings for MassDOT Corridor Improvement projects; relocated the transformer to east of the
entrance; and changed the type of fencing along the eastern property line to wood. The Building
Commissioner has determined that side/rear buffer trees are not required except when VCOD
projects abut residential properties (which this property does not), with buffers needing to only be
vegetated. Please note that the building dimensions are 50’ or less so the comment regarding the 5’
modulation required is not appliable.
An outstanding item from the DRC is in regard to the center building not having variations in the
wall height. Special Permit relief would appear needed from the Architectural and Site Design
Standards, Building Strategies Section 4 - Vary Wall Heights. It may make sense to seek relief for
the center building height since little of it will be visible as it is well hidden by the adjacent
buildings. The Planning Board may wish to document support for this relief.
The DRC provided supplementary comments on the two parking spaces per unit shown and more
may be needed for 4-bedroom units. As this is structured parking under the building, more than 2
spaces/unit are allowed by-right per Section 414.7.7. There is no room for parking anywhere else
on the site without impacting emergency access. There may also be some difficulties with
deliveries and moving vans, but the site is limited in size and want to maximize buffers to resource
areas. The proximity of the fencing to the driveway may make it more difficult for vehicles to turn
around and could be moved further away from the driveway or may not be necessary at this time
with the dense arborvitae hedge, although it appears mostly located on the adjacent property.
2. Site Plan Review Team Comments: The applicant met with the Site Plan Review Team on
January 20, 2026 (see attached SPR Comment Sheet) with plans modified from the DRC meeting.
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
following summarizes Town Staff input along with updated information:
a. Building: Due to the proximity of the site to Parkers River, the project qualifies for a minimum
30’ front yard setback so as not to impact the view of the river from Route 28; and buffer
plantings appear to be acceptable. Zoning Board of Appeals (ZBA) Special Permit relief is
needed for the Duplexes. The Planning Board may wish to document support for this relief.
b. Planning & Community Development: One Affordable unit is required, and the applicant has
indicated an interest in the option for payment in lieu of providing the unit. See DRC comments
above on the building dimensions, wall height, landscaping, and accommodations made for
future MassDOT projects and sidewalk.
c. Conservation/Engineering: A Notice of Intent filing is required with the stormwater system
meeting the MA Stormwater Standards and Riverfront Act. The Engineering Department will
also need to sign off on their approval as part of the building permit process. The applicant
submitted a detailed Stormwater Report including drainage calculations, erosion and sediment
control during construction, and long-term operation & maintenance plan. Due to its size, and
that stormwater is under the purview of others, the report has not been included with the
attached application materials.
d. Fire: Coordinated with the Fire Department on the current design confirming no sprinkler
system or additional fire hydrant is needed.
e. Health/Water/Wastewater: The applicant plans to wait to connect directly to the municipal
wastewater system once it is operational.
Planning Board
703 Route 28
March 26, 2026
Page 3 of 3
D. Planner Comments: The following is suggested language for consideration by the Planning Board.
Motion to approve VCOD SPR #2025-2 for The Residences at Parkers River for a three duplex (6-
unit) housing development at 703 Route 28 as presented at the Planning Board meeting of April 1,
2026 and in accordance with the plans and materials submitted, subject to the following
conditions:
1. All parking to be located beneath the building with no parking allowed along the access road
to ensure emergency access.
2. Provide one (1) affordable unit in compliance with Zoning Bylaw Section 412.
3. Any relief required shall be sought through the Zoning Board of Appeals.
ATTACHMENTS:
• Design Review Comment Sheet, dated January 13, 2026
• Site Plan Review Comment Sheet, dated January 20, 2026
• March 24, 2026 Letter from Brian Yergatian, BSC Group
• VCOD SPR Application
• Design Review Application with Materials Specification Sheet, March 25, 2026 email from Erik
Tolley on roof and siding colors, and CertainTeed color catalogue samples
• Architectural Plans: Prepared by ERT Architects, undated.
o Colored Elevation Renderings
o Colored Perspective
o N.1 North Building
o M.1 Middle Building
o S.1 South Building
• Site Plans: All plans prepared by BSC Group, dated December 22, 2025, last revised February
11, 2026, unless otherwise noted.
o G-1.0 Title Sheet, last revised February 6, 2026
o V-1.0 Existing Conditions Plan
o C-1.0 Site Preparation & Demolition Plan
o C-1.1 Erosion & Sediment Control Plan
o C-2.0 Layout & Materials Plan
o C-2.1 Vehicle Tracking Plan
o C-3.0 Grading & Drainage Plan
o C-4.0 Utilities Plan
o L-1.0 Landscape Plan
o C-5.0 & C-5.1 Details
o PH1 Photometric Plan by Speclines, dated February 25, 2026
Engineers
Environmental Scientists
Software Developers
Landscape Architects
Planners
Surveyors
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
MARCH 24, 2026 www.bscgroup.com
Town of Yarmouth
Department of Community Development
1146 Route 28
South Yarmouth, MA 02664
RE: 703 Route 28, The Residences at Parkers River, VCOD Site Plan Review Application
To Whom It May Concern,
BSC Group, Inc. (BSC) is pleased to present the following application package for a multi-family residential
development at 703 Route 28, on behalf of the Applicant, Steven M. Katz. This application is submitted pursuant to
Section 414 of the Town of Yarmouth Zoning Bylaws, for 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 was previously developed as a commercial property and contains an existing one-story building, which was
last operated as a furniture store and repair shop. The parcel is 35,248± square feet and is located in the B2 Zoning
District and the VC1, ROAD, and GIZ Overlay Districts.
The site has two (2) existing curb cuts along Route 28 and a paved parking lot. The site is located in a FEMA Zone
AE but the existing building does not comply with FEMA regulations. The existing building, parking lot and the on-site
sewage disposal system, all encroach on the buffer zones associated with the wetland resource areas that are
associated with Parkers River.
The building is currently served by an on-site sewage disposal system with a design flow of 1,800 gallons per day.
The leaching facility associated with this system does not comply with Title 5, primarily because of its location, which
is about 35 feet away from a wetland resource area.
The existing building is served by overhead electric and telecommunications services, natural gas, and domestic
water.
Proposed Development
The Applicant is proposing to redevelop this property by replacing the existing commercial building with three (3)
duplexes, providing a total of six (6) residential units. Prior to construction of any new facilities, erosion and
sedimentation controls will be established and the existing commercial building and shed will be demolished. The
proposed redevelopment of the site will result in a decrease in impervious area of approximately 7,645 square feet.
Site Access
The site is located on Route 28, which is a State Highway. Therefore, an Access Permit is required by MassDOT
prior to construction. The westerly curb cut will be closed permanently, and the easterly curb cut will be reconfigured
to comply with both MassDOT and local requirements.
Each unit will have its own garage, which has sufficient area for two (2) parking spaces without stacking.
349 Main Street, Route 28, Unit D / West Yarmouth, MA 02673 / 508-778-8919
Stormwater Management
Stormwater management facilities have been designed in accordance with the Massachusetts Stormwater Handbook
and the Town of Yarmouth Stormwater Management Regulations. Water quality catch basin units located on the
eastern side of the driveway will collect stormwater runoff from the drive and surrounding areas and pre-treat
stormwater prior to conveyance for recharge to the groundwater. A large subsurface infiltration system will be
constructed beneath the driveway. The system is comprised of 91-Cultec C-100HD leaching chambers in a bed of
crushed stone and has been designed to manage stormwater from design storms up to and including the 100-year
storm. Each of the three (3) water quality catch basin units on-site will discharge pre-treated stormwater to this
system.
Utility Services
The other utility services required to support this project include domestic water, electric, telecommunications and
natural gas. The existing water service will need to be upgraded to a 2-inch pipe and reconfigured to serve the new
buildings with each unit having a 1-inch service. The new buildings will also have natural gas, electric and
telecommunications services.
Wastewater Management
As noted above, the site was previously served by an on-site sewage disposal system. This system will be
abandoned-in-place and a 6-inch connection to the new municipal sewer system will be established prior to
occupancy.
Other Required Permits
In addition to VCOD Site Plan Review approval, the proposed development also requires an Order of Conditions from
the Yarmouth Conservation Commission and a variance from the Zoning Board of Appeals (Section 202.5) to allow
construction of two-family dwellings in the VC1 Zoning District. At this time, BSC anticipates filing with the
Conservation Commission to be heard at the April 16, 2026 public hearing. We will not file with the Zoning Board until
such time that all other local permits are in hand.
Finally, an Access Permit is required from Massachusetts Department of Transportation (MassDOT). BSC will apply
for an Access Permit once all of the local permits are in hand, as required by MassDOT.
We look forward to presenting this project to you at public hearing on April 1st. In the interim, please contact us if you
have any questions or concerns.
Sincerely,
BSC Group, Inc.
Brian G. Yergatian, PE, LEED AP
Manager of Civil Engineering, Senior Associate
Steven M. Katz
99 Sullivan Road, West Yarmouth, MA 02673
November 19, 2025
(508) 360-3851 skatz@lathamcenters.org
703 Route 28, South Yarmouth
Map 32, Parcel 120
B2 (VC1 Overlay District) AE-11, AE-12
BSC Group, Inc.
ERT Architects, Inc.
The Applicant is proposing the redevelopment of an existing commercial property in
accordance with the provisions of the Village Center Overlay District (VC1), as multi-family
housing with a total of six (6) units, which will be located within three duplex housing units.
Access to the property is from Route 28. The existing curb cut will be reconfigured and
realigned. The proposed buildings will be constructed on pilings and raised above the Flood
Zone, in accordance with FEMA regulations. Each unit will have one (1) parking space
located under the building. A paved connection to Mermaid Lane at the southern end of the
site will be provided for emergency use only and controlled by a locked gate with Knox Box.
The project will also require new utility services (including connection to the municipal sewer),
stormwater management and landscaping. The project also requires an Order of Conditions
from the Yarmouth Conservation Commission.
11/19/2025For Steven Katz
299 White’s Path
South Yarmouth, MA 02664
508.362.8883
WWW.ERTArchitects.com
Town of Yarmouth
Design Review Application
Materials Specification Sheet
Date: December 09, 2025
Applicant: Steven M. Katz
Project Location: 703 Route 28, South Yarmouth, MA
Siding Type & Material: Mixture of white cedar shingles, vertical lap siding, and horizontal lap siding
Colors: Mixture of earth tones; Lighthouse Grey, Savannah Wicker, Cypress, Buckskin, Natural
Clay. See attached samples
Roof Material: Architectural asphalt
Pitches: 5:12
Color: Black
Windows: Double hung, vinyl clad
Color: White
Doors: Wood &/or insulated fiberglass
Color: Wood doors – Mahogany, fiberglass doors – white
Trim Size: 1x4 @ doors and windows, 1x8 fascia, 36” soffits
Color: White
Shutters: NA
Gutters: 6” half round
Color: White
Garage Doors: Insulated aluminum
Color: White
Decks & Railings: Azek decking w/ glass railing system
Color: Coastline Grey
Fencing: By others
Retaining Walls: NA
Signs: NA
Attention!: This email originates outside of the organization. Do not open attachments or
click links unless you are sure this email is from a known sender and you know the content
is safe. Call the sender to verify if unsure. Otherwise delete this email.
From:Erik Tolley
To:Williams, Kathleen
Cc:Mackenzie Morrison; Kieran J. Healy; Brian Yergatian
Subject:Re: 703 Route 28
Date:Wednesday, March 25, 2026 6:46:33 AM
Attachments:image001.png
Hi Kathy,
The color scheme, per the color chart or as close as the computer could get them, is as follows:
Roofing - Cedar blend
Lower level/all cedar shingle siding - Charcoal Gray
Middle level/all horizontal siding - Natural Blend
Upper level/all verfrtical siding - Sterling Gray
Erik
On Tue, Mar 24, 2026 at 4:11 PM Williams, Kathleen <kwilliams@yarmouth.ma.us> wrote:
Hi Erik,
Can you provide the names of the colors used in the rendering from the CertainTeed
Colorview samples you provided?
Thanks,
Kathy
----------------------------------------
Kathy Williams, P.E.
Yarmouth Town Planner
1146 Route 28
South Yarmouth, MA 02664-4492
(508) 398-2231 Ext 1276
kwilliams@yarmouth.ma.us
ROOF
LOWER LEVEL
SHINGLE SIDING
UPPER LEVEL
VERTICAL SIDING
MIDDLE LEVEL
HORIZONTAL SIDING
LOCUS
703 ROUTE 28 REDEVELOPMENT
703 ROUTE 28
SOUTH YARMOUTH, MASSACHUSETTS
DECEMBER 22, 2025
REVISED: FEBRUARY 11, 2026
G-1.0 TITLE SHEET
V-1.0 EXISTING CONDITIONS PLAN
C-1.0 SITE PREPARATION &
DEMOLITION PLAN
C-1.1 EROSION & SEDIMENTATION
CONTROL PLAN
C-2.0 LAYOUT & MATERIALS PLAN
C-2.1 VEHICLE TRACKING PLAN
C-3.0 GRADING & DRAINAGE PLAN
C-4.0 UTILITY PLAN
L-1.0 LANDSCAPE PLAN
C-5.0 - C-5.1 DETAILS
STEVEN M. KATZ
99 SULLIVAN ROAD
WEST YARMOUTH, MA 02673
LOCUS MAP
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
INDEX OF DRAWINGS
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
3/18/2026
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PLAN OF LAND
703 ROUTE 28
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
EXISTING CONDITIONS
PLAN
DECEMBER 22, 2025
LOCUS
V-1.0
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
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SITE PREPARATION &
DEMOLITION PLAN
C-1.0
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
3/18/2026
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CONTROL PLAN
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349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
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3/18/2026
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LAYOUT & MATERIALS
PLAN
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349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
3/18/2026
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VEHICLE TRACKING PLAN
C-2.1
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
3/18/2026
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GRADING & DRAINAGE
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C-3.0
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
3/18/2026
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UTILITY PLAN
C-4.0
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
3/18/2026
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(36) - Va(6) - Rv
(5) - Cp
(4) - Cp
(7) - Cp
(6) - Cp
(6) - Cp
(4) - Au
(7) - Au
(18) - Va
(3) - Au
(2) - Au (14) - Rv
(12) - Va
(10) - Au
(12) - Rv
(18) - Va
(10) - Va
(19) - Va
(10) - Rv
(3) - AA
(4) - Is
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CODE QTY BOTANICAL NAME COMMON NAME CONT CAL
SHADE TREES
AA 3 ACER RUBRUM 'AUTUMN FLAME'AUTUMN FLAME RED MAPLE B & B 3-3.5" CAL
CODE QTY BOTANICAL NAME COMMON NAME CONT HT.
SHRUBS
Au 30 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 3 GAL
Cp 33 COMPTONIA PEREGRINA SWEET FERN 3 GAL
Rv 45 ROSA VIRGINIANA VIRGINIA ROSE 3 GAL
Va 126 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 3 GAL
PLANT SCHEDULE
42
113
28
26
LANDSCAPE PLAN
L-1.0
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
SINGNING KUO
LANDSCAPE ARCHITECT, PLA
03/18/2026
DETAILS
C-5.0
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
4" SQ. W.CEDAR
FENCE POST (8' O.C)
6"x3/4" W.CEDAR BOARD
STRAIGHT BOARD TOPS
SLOPE TO DRAIN AND CAP POST
TOP W/ ALUMINUM FLASHING
GRAVEL BACKFILL
GRAVEL FOOTING SECTION
FINISH GRADE
CONDITION VARIES
1.5X3.5" STRINGER TOP
BOTTOM AND CENTER
COMPACTED GRAVEL
BACKFILL
EXTERIOR INTERIOR
3/18/2026
DETAILS
C-5.1
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
IN
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
703 ROUTE 28
REDEVELOPMENT
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSATBLE COUNTY)
DECEMBER 22, 2025
FIGURE 1
ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D.
MAX. PIPE:
6" [150mm] HDPE
6" [150mm] PVC
CULTEC CONTACTOR 100HD HEAVY DUTY TYPICAL INTERLOCK
MODEL 100RHD
MODEL 100EHD
MODEL 100EHD
CULTEC HVLV SFCx2
FEED CONNECTOR
TRIM PORTAL TO UTILIZE INTERNAL
MANIFOLD FEATURE
HIDDEN END
MODEL 100EHD
MODEL 100RHD (SINGLE CHAMBER INSTALLATION)
CULTEC UNIVERSAL INSPECTION PORT KIT DETAIL
FINAL ASSEMBLY
CULTEC 12" [300mm] DUCTILE IRON SQUARE BASIN COVER
[PART #1299CGC - SOLID]
[PART #1299CGS - SLOTTED]
CULTEC 12" [300mm] PVC UNIVERSAL INLINE DRAIN BODY
[PART #2712AGSB]
SDR-35 RISER PIPE CUT TO LENGTH
BASED ON SYSTEM DEPTH. PIPE SHALL
BE INSERTED INTO SDR-35 BELL END.
SDR-35 RISER PIPE MAY BE 6" [150 mm],
8" [200 mm] OR 10" [250 mm] DIAMETER
[PART NOT PROVIDED BY CULTEC]
SDR-35 BELL END INSERTED
6" [150mm] INTO CHAMBER
[PART NOT PROVIDED BY CULTEC]
DUCTILE IRON
N Y L O P L A S T
DO NOT POLLUTE DRAINS TO WATERWAYS
CULTEC CHAMBER
SOLID COVER OPTION SLOTTED COVER OPTION
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
13.6" [346 mm]
13.6" [346 mm]
HINGE FOR EASY ACCESS
DUCTILE IRON FRAME
SOLID DUCTILE IRON COVER SLOTTED DUCTILE IRON COVER.
TOTAL OPEN AREA = 60.62 IN2
[645.16mm]
PVC BODY PLAN VIEW PVC BODY ELEVATION VIEW
HINGE FOR EASY ACCESS
DUCTILE IRON FRAME
12.5" [317 mm]
11.0" [279 mm]
3.2" [81 mm]
11.0" [279 mm]
STANDARD OPENING FOR
6" [150 mm] SDR-35 RISER PIPE
PVC BODY CAN BE TRIMMED IN FIELD
TO ACCOMMODATE 8" [200 mm] AND
10" [250 mm] SDR-35 RISER PIPE SIZES
CULTEC CONTACTOR 100HD HEAVY DUTY END DETAIL INFORMATION
SMALL RIB
END DETAILEND DETAIL
LARGE RIB
MODEL 100RHD IS A STARTER/STAND ALONE UNIT.
THEY ARE USED TO START ROWS OR CAN BE USED SINGULARLY.
MODEL 100EHD IS A MIDDLE/END UNIT.
THEY ARE USED TO CONTINUE ROWS AND ALSO USED TO END A ROW.
CULTEC CONTACTOR 100HD HEAVY DUTY THREE VIEW
MODEL 100RHD STARTER
MODEL 100EHD MIDDLE/END
LARGE RIB
LARGE RIB
SMALL RIB
SMALL RIB
6.0" [152mm]
SMALL RIB LARGE RIB
CULTEC CONTACTOR 100HD CHAMBER STORAGE = 1.866 CF/FT [0.173 m3/m]
INSTALLED LENGTH ADJUSTMENT = 0.5' [0.15m]
36.0" [916mm]
12.5" [318mm]
INSTALLED LENGTH = 90.0" [2286mm]
96.0" [2438mm]
45.0" [1156mm]45.0" [1144mm]
6.0" [150mm] DIA.
CULTEC INSPECTION PORT KNOCK-OUT
OPTIONAL 4.5" [114mm] DIA. KNOCK-OUT
SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD
(ACCOMMODATES CULTEC HVLV SFCx2 FEED CONNECTOR OR STORM PIPE)
MAX. PIPE:
6" [150mm] HDPE
6" [150mm] PVC
OPTIONAL CULTEC INSPECTION PORT - ZOOM DETAIL
SDR-35 PIPE. BELL END CUT AND
INSERTED 6.0" [150mm] INTO CHAMBER
6" [150mm], 8" [200mm], OR 10" [250mm] SDR-35 RISER
(LENGTH VARIES BASED ON SYSTEM DEPTH)
12" PVC UNIVERSAL INLINE DRAIN BODY CAN BE TRIMMED TO
ACCOMMODATE 6" [150mm], 8" [200mm] AND
10" [250mm] SDR-35 PVC PIPE
AASHTO HS-20 RATED DUCTILE IRON
FRAME AND COVER
COMPACTED GRANULAR BACKFILL. THE BACKFILL
MATERIAL SHALL MEET THE REQUIREMENTS OF CLASS
I, II, OR III MATERIALS AS DEFINED BY ASTM D2321
HOLE TO BE CUT w/ HOLE SAW CENTERED
ON CORRUGATION CREST. 6.25" [160mm],
8.50" [220mm], OR 10.75" [275mm]
CONCRETE COLLAR/ASPHALT OVERLAY NOT
REQUIRED FOR NON-TRAFFIC APPLICATIONS
FIELD PLACED CLASS "C" CONCRETE COLLAR.
CONCRETE COLLAR CAN RECEIVE ASPHALT
OVERLAY IF DESIRED
CULTEC 12" PVC UNIVERSAL INLINE DRAIN BODY
CULTEC HVLV SFCx2
FEED CONNECTOR THREE VIEW
7.6" [194mm]
12.0" [305mm]
19.7" [500mm]
GENERAL NOTES
CULTEC CONTACTOR® 100HD CHAMBER PRODUCT SPECIFICATIONS
GENERAL
CULTEC CONTACTOR 100HD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER
MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR
CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF.
CHAMBER PARAMETERS
1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, OF BROOKFIELD, CT. (203-775-4416 OR
1-800-428-5832)
2. THE CHAMBERS SHALL BE DESIGNED AND TESTED VIA FINITE ELEMENT ANALYSIS IN
ACCORDANCE WITH THE ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF
THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". THE LOAD
CONFIGURATION SHALL INCLUDE:
a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER.
b. MAXIMUM PERMANENT (50-YEAR) COVER LOAD.
c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD.
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:
a. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75
b. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95.
4. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH
DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR.
5. THE CHAMBER SHALL BE ARCHED IN SHAPE.
6. THE CHAMBER SHALL BE OPEN-BOTTOMED.
7. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.
CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE
COUPLINGS OR SEPARATE END WALLS.
8. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC CONTACTOR 100HD SHALL BE 12.5
INCHES (318 mm) TALL, 36 INCHES (914 mm) WIDE AND 8 FEET (2.44 m) LONG. THE INSTALLED
LENGTH OF A JOINED CONTACTOR 100HD SHALL BE 7.5 FEET (2.29 m).
9. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 10 INCHES (250 mm).
10. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® SFCX2 FEED
CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL INSIDE DIMENSIONS OF
EACH SIDE PORTAL SHALL BE 5.75 INCHES (146 mm) HIGH BY 7.5 INCHES (191 mm) WIDE.
MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 6.9 INCHES
(175 mm).
11. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV SFCX2 FEED CONNECTOR SHALL
BE 7.6 INCHES (194 mm) TALL, 12 INCHES (305 mm) WIDE AND 19.7 INCHES (500 mm) LONG.
12. THE NOMINAL STORAGE VOLUME OF THE CONTACTOR 100HD CHAMBER SHALL BE 1.866 FT³ / FT
(0.173 m³ / m) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED CONTACTOR
100HD SHALL BE 13.995 FT³ / UNIT (0.396 m³ / UNIT) - WITHOUT STONE.
13. THE NOMINAL STORAGE VOLUME OF THE HVLV SFCX2 FEED CONNECTOR SHALL BE 0.294 FT³ /
FT (0.027 m³ / m) - WITHOUT STONE.
14. THE CONTACTOR 100HD CHAMBER SHALL HAVE TWENTY-FOUR DISCHARGE HOLES BORED
INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE OF WATER.
15. THE CONTACTOR 100HD CHAMBER SHALL HAVE 16 CORRUGATIONS.
16. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF THE
CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT.
17. THE CONTACTOR 100RHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING
TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO SEPARATE END PLATES OR
SEPARATE END WALLS.
18. THE CONTACTOR 100EHD MIDDLE/END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING
ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO
SEPARATE END PLATES OR END WALLS.
19. THE HVLV SFCX2 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO
OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE
UNIT SHALL FIT INTO THE SIDE PORTALS OF THE CONTACTOR 100HD AND ACT AS CROSS FEED
CONNECTIONS.
20. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE
RIBS.
21. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER
OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT.
22. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION.
23. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY.
24. MAXIMUM ALLOWED COVER ON TOP OF UNIT SHALL BE 10.0 FEET [3.04 m]
25.THE INSTALLED CHAMBER SYSTEM SHALL BE STRUCTURALLY DESIGNED TO PROVIDE
RESISTANCE TO LIVE LOADS AS DEFINED BY THE AASHTO H-20/HL-93 SPECIFICATION WHEN
INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.
CULTEC HVLV® SFCx2 FEED CONNECTOR
GENERAL
CULTEC HVLV SFCx2 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD
FOR CULTEC CONTACTOR 100HD STORMWATER CHAMBERS.
CHAMBER PARAMETERS
1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, OF BROOKFIELD, CT. (203-775-4416 OR
1-800-428-5832)
2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH
DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR.
3. THE CHAMBER SHALL BE ARCHED IN SHAPE.
4. THE CHAMBER SHALL BE OPEN-BOTTOMED.
5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV SFCX2 FEED CONNECTOR SHALL BE
7.6 INCHES (194 mm) TALL, 12 INCHES (305 mm) WIDE AND 19.7 INCHES (500 mm) LONG.
6. THE NOMINAL STORAGE VOLUME OF THE HVLV SFCX2 FEED CONNECTOR SHALL BE 0.294 FT3 /
FT (0.027 m3 / m) - WITHOUT STONE.
7. THE HVLV SFCX2 FEED CONNECTOR CHAMBER SHALL HAVE 3 CORRUGATIONS.
8. THE HVLV SFCX2 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO
OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT
SHALL FIT INTO THE SIDE PORTALS OF THE CONTACTOR 100HD STORMWATER CHAMBER AND
ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD.
9. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED
ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.
10.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY.
ADS PLUS-US WOVEN GEOTEXTILE
ADS PLUS-US WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING
CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING
THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC
SEPARATOR ROW/ADS ISOLATOR ROW PLUS TO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT
INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE.
GEOTEXTILE PARAMETERS
1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC OF BROOKFIELD, CT.
(203-775-4416 OR 1-800-428-5832)
2. THE GEOTEXTILE SHALL BE BLACK AND WHITE IN APPEARANCE.
3. THE GEOTEXTILE SHALL HAVE A MARV WEIGHT OF 8.0 OZ/YD
2 PER ASTM D5261 TESTING
METHOD.
4. THE GEOTEXTILE SHALL HAVE A GRAB TENSILE STRENGTH OF 325 X 325 LBS (1,445 X 1,445 N)
PER ASTM D4632 TESTING METHOD.
5. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 15 X 15% PER ASTM
D4632 TESTING METHOD.
6. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,124 LBS (5,000 N) PER ASTM
D6241 TESTING METHOD.
7. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 125 X 125 LBS (556 X 556
N) PER ASTM D4533 TESTING METHOD.
CULTEC NO. 410™ NON-WOVEN GEOTEXTILE
CULTEC NO. 410™ NON-WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR® AND CONTACTOR®
STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE.
GEOTEXTILE PARAMETERS
1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, OF BROOKFIELD, CT. (203-775-4416 OR
1-800-428-5832)
2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.
3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M).
4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632
TESTING METHOD.
5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING
METHOD.
6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786
TESTING METHOD.
7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833
TESTING METHOD.
8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241
TESTING METHOD.
9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING
METHOD.
10. THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING
METHOD.
11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING
METHOD.
12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER
ASTM D4491 TESTING METHOD.
13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355
TESTING METHOD.
CULTEC CONTACTOR 100HD CROSS SECTION
6.0" [152mm] MIN.
12.5" [318mm]
6.0" [152mm] MIN.
8.0" [203mm] MIN. FOR FLEXIBLE PAVEMENT
8.0" [203mm] MIN. FOR RIGID PAVEMENT
12.0" [305mm] MIN.36.0" [914mm]
THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE
REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN MET
FINISHED GRADE
3 4" - 2" [20-50mm] CLEAN, CRUSHED, ANGULARSTONE SURROUNDING CHAMBERS
10' [3.04m] MAX.
COVER DEPTH
10.0" [203mm] MIN. FOR UNPAVED
(REDUCE TO 6.0" [152mm] FOR
NON-TRAFFIC APPLICATION)
40.0" [1016mm] MIN.
CENTER TO CENTER
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES, COMPACT IN 6" (150 mm) MAX LIFTS TO 95% PROCTOR DENSITY
CULTEC HVLV SFCx2 FEED CONNECTOR
WHERE SPECIFIED
WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL
MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET
PIPES (FOR SCOUR PROTECTION)
NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES
MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE
CULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE)
24.0" [610mm] MIN.
SUMP RECOMMENDED
INLET STRUCTURE
THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED
BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET
NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND
SIDES MANDATORY, BOTTOM PER ENGINEER'S
DESIGN PREFERENCE
3 4" - 2" [20-50mm] CLEAN, CRUSHED, ANGULAR STONE
SURROUNDING CHAMBERS
SEPARATOR ROW/ADS ISOLATOR® ROW PLUS TO
BE COVERED WITH NON-WOVEN GEOTEXTILE
TRAFFIC RATED CULTEC INSPECTION PORT
(SEE ZOOM DETAIL)
CHAMBER CAN ACCOMMODATE 6" [150mm] SDR-35 OR SCH-40 PVC
PAVEMENT
OR FINISHED GRADE
INLET/OUTLET PIPE PER ENGINEER DESIGN.
PIPE TO BE INSERTED 12.0" [305mm] MIN. INTO CHAMBER
MAXIMUM PIPE SIZE:
10" [250mm] HDPE
10" [250mm] PVC
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES, COMPACT IN 6" (150 mm) MAX LIFTS TO 95% PROCTOR DENSITY
ELEVATED BYPASS PIPE
1 LAYER OF WOVEN GEOTEXTILE TO BE PLACED BENEATH
ENTIRE SEPARATOR ROW/ADS ISOLATOR® ROW PLUS
3/18/2026
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0.5
0.8
2.0
3.8
5.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
1.6
0.9
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.3
2.0
1.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.9
1.9
0.8
0.5
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
11.8
0.6
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.6
1.3
4.1
6.5
8.5
0.6
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.7
1.6
5.4
12.1
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.5
0.7
1.6
4.8
0.8
0.8
0.6
0.3
0.2
0.1
0.0
0.0
0.0
0.3
0.5
0.7
1.6
4.9
2.0
20.2
5.1
0.7
0.2
0.1
0.1
0.0
0.0
0.3
0.5
0.7
1.4
4.5
8.5
25.7
0.9
0.2
0.1
0.1
0.0
0.0
0.3
0.4
0.6
1.1
3.0
4.8
10.9
0.8
0
.
3
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.6
0.9
1.9
4.8
3.5
0.3
0.3
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.8
1.5
4.4
1.3
4.1
0.9
0.2
0
.
1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.2
3.9
6.3
33.8
2.0
0.2
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.6
0.9
2.4
3.7
1.9
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.8
0.4
0.2
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.6
1.0
1.2
0.9
0.9
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.6
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.9
2.0
0.7
0.4
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.2
15.0
0.6
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.6
1.4
4.5
9.0
3.9
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.5
0.7
1.7
5.6
11.5
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.5
0.7
1.6
4.8
0.9
1.1
0.7
0.3
0.1
0.1
0.0
0.0
0.0
0.3
0.5
0.7
1.6
4.7
4.5
28.5
8.0
0.7
0.2
0.1
0.0
0.0
0.0
0.3
0.5
0.7
1.4
4.2
7.5
16.0
0.7
0.2
0
.
1
0.0
0.0
0.0
0.3
0.4
0.6
1.1
3.0
5.9
17.2
0.5
0.3
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.9
2.0
5.7
1.9
0.3
0.3
0.1
0.1
0.0
0.0
0.0
0.3
0.3
0.5
0.7
1.5
5.1
1.6
7.8
0.9
0.2
0.1
0.0
0.0
0.0
0.2
0.3
0.4
0.6
1.2
4.2
7.7
24.5
1.4
0.2
0.1
0.0
0.0
0.0
0.2
0.3
0.4
0.7
2.1
0.9
0.9
0.0
0.1
0.5
12.6
9.7
0.4
0.1
0.0
0.2
0.5
0.3
0.1
0.0
0.0
0.0
0.0
0.2
0.2
0.3
0.4
0.7
0.7
0.7
0.0
0.1
0.2
0.5
0.5
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.3
0.3
0.3
0.1
0.4
0.8
1.1
1.0
0.6
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0
.
2
0.2
0.2
0.2
0.1
0.1
0.2
0.3
0.2
0.2
0
.
1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.50fc
0.50fc
0.50fc
0.50fc
0.50fc
0.25fc
0.25fc
0.25fc
0.25fc
0.10fc
0.10fc
0.10fc
0.10fc
Level 0
20'40'0'10'20'
SCALE: 1"=20'
Level 1 Level 2 Level 3 (cupolas)
Luminaire Schedule
Symbol Qty Label Description MH IES Class LLF Lum. Lumens Lum. Watts Filename
36 A Amerlux: Rook Wall Mount, Wide Optics 6.5 (Level 0)Type V 0.900 974 12.5 RKX-DW-30K-WF.ies
31 B Amerlux: Rook Ceiling Mount, Medium Optics 9.5 (Level 0)
27.5, 32 (Level 2)
45 (Level 3)
0.900 961 13.7 RKX-xx-F-MFL-30-1.ies
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Overall Illuminance Fc 1.0 39.4 0.0 N.A.N.A.
Driveway Illuminance Fc 0.6 24.5 0.0 N.A.N.A.17.5 (Level 1)
Type V
190 Main Street, Sandwich, MA 02563
508-362-5337
www.speclines.lighting
NOTES
DATE
REVISION
1
2
3
4
5
6
PROJECT NO.
DATE
SCALE
SHEET NO.
70
3
R
o
u
t
e
2
8
R
e
d
e
v
e
l
o
p
m
e
n
t
Ya
r
m
o
u
t
h
,
M
A
2026-02-25
11343301327
Photometric Study
PH1
1" = 20'
1 / 1
Top View East/Left Elevation View West/Right Elevation View
Fixture A Fixture B