HomeMy WebLinkAbout2025-6-20 900 King Street Construction Mangement Plan
CONSTRUCTION MANAGEMENT PLAN
SUNRISE
Senior Living
900 King Street
Village of Rye Brook, NY
Prepared For:
Sunrise Development, Inc.
7902 Westpark Drive
McLean, VA 22102
Prepared by:
JMC Project 22042-2
Dated: June 20, 2025
900 King Street Site Plan Application: Construction Management Plan
i
DRAFT 06/20/2025
TABLE OF CONTENTS
1. PRIMARY CONTACTS .................................................................................................................................................. 1
1.1 OWNER ...................................................................................................................................................................... 1
1.2 CONSTRUCTION MANAGER ................................................................................................................................ 1
1.3 VILLAGE OF RYE BROOK ...................................................................................................................................... 1
1.4 SCHOOL DISTRICT ................................................................................................................................................. 1
1.5 ARBORS HOMEOWNERS ASSOCIATION .......................................................................................................... 1
1.6 TENNESSEE GAS PIPELINE ................................................................................................................................. 1
1.7 RYE BROOK SEWER .............................................................................................................................................. 1
1.8 VEOLIA NORTH AMERICA ..................................................................................................................................... 1
1.9 CON EDISON CONTACT ........................................................................................................................................ 1
1.10 OPTIMUM CONTACT ......................................................................................................................................... 1
1.11 VERIZON CONTACT ........................................................................................................................................... 1
2. COMMUNICATIONS ...................................................................................................................................................... 1
2.1 SCHOOL DISTRICT ................................................................................................................................................. 1
2.2 ARBORS ..................................................................................................................................................................... 1
2.3 LOOKAHEAD ............................................................................................................................................................. 1
2.4 UTILITY NOTIFICATION .......................................................................................................................................... 1
3. CONSTRUCTION PHASING AND SEQUENCING ................................................................................................... 1
3.1 PHASING & SEQUENCING SUMMARY ............................................................................................................... 2
3.2 SITE SAFETY ............................................................................................................................................................ 2
3.3 ABATEMENT ACTIVITIES ....................................................................................................................................... 2
3.4 OTHER DEMOLITION REQUIREMENTS ............................................................................................................. 3
4. CONSTRUCTION PERIOD TRAFFIC ......................................................................................................................... 3
5. MATERIALS MANAGEMENT PLAN ............................................................................................................................ 3
6. EROSION AND SEDIMENT CONTROL...................................................................................................................... 4
7. FUGITIVE DUST AVOIDANCE PLAN ......................................................................................................................... 4
8. DIESEL EMISSION CONTROL PLAN ......................................................................................................................... 5
9. VIBRATION MONITORING PLAN ............................................................................................................................... 5
10. CONSTRUCTION PERIOD NOISE MITIGATION PLAN .......................................................................................... 6
10.1 PHYSICAL NOISE MITIGATION ....................................................................................................................... 6
10.1.1 Arbor Drive ....................................................................................................................................................... 6
10.1.2 Southwest & Northeast - Facing Arbors HOA & Village Hall .................................................................... 6
10.2 SITE LAYOUT AND POLICY-BASED NOISE MITIGATION ......................................................................... 7
10.3 CONSTRUCTION PERIOD NOISE MONITORING ........................................................................................ 8
APPENDIX: CONSTRUCTION PHASING & SEQUECNCING PLANS
APPENDIX: CONSTRUCTION-PERIOD NOISE BARRIER ACOUSTICAL ANALYSIS
900 King Street Site Plan Application: Construction Management Plan
1
DRAFT 06/20/2025
1. PRIMARY CONTACTS
1.1 OWNER 1.2 CONSTRUCTION MANAGER
Sunrise Development, Inc.
c/o Sunrise Senior Living
7902 Westpark Drive
McLean, VA 22102
(703) 744-1729
A.P. Construction Company
707 Summer Street
Stamford, CT 06901
(203) 359-4704
Site Contact: Lorem ipsum
( ###) ### - ####
1.3 VILLAGE OF RYE BROOK 1.4 SCHOOL DISTRICT
Steven F. Fews, Building and Fire
Inspector
938 King Street
Rye Brook, NY 10573
(914) 939-0668
HDR; Village's Special
Engineering Consultant
Project Contact: Lorem ipsum
(###) ### - ####
Blind Brook-Rye Union Free
School District
390 North Ridge Street
Rye Brook, NY 10573
District Contact: Lorem ipsum
(###) ### - ####
MS/HS Contact: Lorem ipsum
(###) ### - ####
1.5 ARBORS HOMEOWNERS ASSOCIATION 1.6 TENNESSEE GAS PIPELINE
, President
(###) ### - ####
Pipeline Contact: Lorem ipsum
(###) ### - ####
1.7 RYE BROOK SEWER
1.8 VEOLIA NORTH AMERICA
Sewer Contact: Lorem ipsum
(###) ### - ###
Veolia Contact: Lorem ipsum
(###) ### - ###
1.9 CON EDISON CONTACT
1.10 OPTIMUM CONTACT
Electric contact: Lorem ipsum
(###) ### - ####
Gas contact: Lorem ipsum
(###) ### - ####
Optimum contact: Lorem ipsum
(###) ### - ####
1.11 VERIZON CONTACT
Verizon FIOS contact: Lorem ipsum
(###) ### - ####
Construction Management Plan
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2. COMMUNICATIONS
2.1 SCHOOL DISTRICT
Prior to the commencement of demolition or construction activities for the Project,
the Construction Manager (CM) shall coordinate with the School District to discuss
the construction project. The School District shall inform the CM of anticipated
construction or other special activities on MS/HS site for purposes of coordinating
activities. The school District shall identify critical testing days/times so that the
Owner can avoid the most noise-intensive activities during those times.
2.2 ARBORS
Prior to the commencement of demolition or construction activities for the Project,
the CM shall photo and/or video document the physical condition of Arbor Drive
from its intersection with King Street to the southwestern property line of the
Project Site. This documentation shall be provided to the Village and to the
Arbors. During construction, the CM is to designate a single point of contact
(whose contact information shall be shared with the Village and the Arbors) who
shall be responsible to monitor the condition of Arbor Drive and make repairs as
warranted and appropriate, as determined by the Village. At the conclusion of
construction, the Applicant shall resurface Arbor Drive from King Street to the
southwest corner of the Project Site.
2.3 LOOKAHEAD
Prior to the commencement of demolition or construction activities for the Project,
and at least every two weeks thereafter, the CM shall send to the Village, the
School District, and the Arbors a two-week "look ahead," identifying the
anticipated significant construction activities during that period, especially those
that have the potential to be noise intensive.
2.4 UTILITY NOTIFICATION
Prior to the commencement of demolition or construction activities for the Project,
the CM shall notify contacts for each subsurface utility provider adjacent to the
Project Site. The CM shall report to the Village on the notifications as well as any
material feedback received from the utility providers.
3. CONSTRUCTION PHASING AND SEQUENCING
The narrative in this section should be read in conjunction with the Construction
Phasing and Staging Plans developed by A.P. Construction and appended hereto, as
well as Sheet C-110 to Sheet C-205 of the engineering plans.
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3.1 PHASING & SEQUENCING SUMMARY
Construction of the Project is anticipated to be completed in approximately 30
months expected to occur in approximately seven phases. Construction would
installation of silt fencing, disconnection of utilities, demolition of the existing Site
building, asphalt and tree removal, and expansion of the detention pond. There
will be no removal of asphalt outside of the existing building footprint until the
entire building has been demolished and the footprint of the demolished building
has been stabilized. This phase is anticipated to take approximately 3 months.
Once the building is demolished, road and Site utilities work would start, the
garage foundation would be constructed, and the northern wings of the IL
building would begin construction.
Construction of the proposed buildings would be separated into four phases with
overlapping construction times; AL facility (construction would last approximately
14 months), IL center core (construction would last approximately 23 months), IL
south wings (construction would months). The final phase is the Site restoration
phase, which would take place at the end of the building construction and is
expected to last approximately two months.
Approximately 38,158 cubic yards of earthen cut material, and approximately
36,686 cubic yards of earthen fill material would be required, resulting in
approximately 1,472 cubic yards of material exported from the Site by truck.
3.2 SITE SAFETY
During construction, the Site would be fenced off to ensure safety from
construction activities. The pedestrian path leading from the Village buildings to
Harkness Park and the Blind Brook High School would be temporarily closed . A
sign would be placed at the general location of this path, as well as posted on the
construction period noise wall , directing students and other pedestrians to the
existing sidewalk along King Street, where they would cross Arbor Drive at the
existing signalized crosswalk, continue through the park or along King Street. At
the end of the construction period, the pedestrian path on the Project Site would
be restored and enhanced and would be re-opened to the public.
3.3 ABATEMENT ACTIVITIES
Interior abatement activities related to ACM, lead-based paint, older equipment
that may contain mercury, PCBs, or other regulated material shall be completed
prior to building demolition and disturbance of the existing slab.
Prior to demolition surveys for asbestos-containing materials (ACM) and other
regulated building materials would be conducted throughout the existing
structure. ACM would be removed prior to demolition by a licensed asbestos
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abatement contractor in accordance with applicable regulatory requirements. As
required by the Environmental Findings Statement (EFS) adopted by the Board
of Trustees, the Village shall be provided with a copy of the ACM surveys as well
as copies of agency correspondence related to abatement filings describing
abatement work within 45 days of completion.
Demolition shall occur in accordance with applicable regulations (e.g., OSHA and
NYSDOL), as well as in accordance with Village approvals.
3.4 OTHER DEMOLITION REQUIREMENTS
• Prior to the commencement of demolition, the CM shall provide to the
Village a list of potential transporters and recycling/ disposal facilities
that will accept demolition materials.
• Within 30 days of the completion of work, the CM shall provide to the Village
an inventory of demolition materials/ types, including abated materials,
together with the quantities removed and the off-site destinations and
disposal/ recycling documentation.
4. CONSTRUCTION PERIOD TRAFFIC
The following policies and procedures shall be implemented during construction to
minimize adverse traffic impacts from construction.
• Adequate on-site parking for construction workers shall be provided throughout the
construction process.
• No construction worker vehicles shall be permitted to park, pick-up, drop-off, or
otherwise stand on Arbor Drive.
• To the extent practical, construction truck trips shall be scheduled so as not to
coincide with the peak entry and exit hours of the MS/HS.
• Adequate on-Site areas for the queuing, staging, loading, and unloading of vehicles
shall be provided throughout the construction process.
• No construction trucks, including those related to the delivery of equipment or
materials, shall queue, load, un-load, park , or otherwise stand on Achor Drive.
5. MATERIALS MANAGEMENT PLAN
The EFS requires that the Materials Management Plan (“MMP”) “be prepared by the
Applicant prior to the start of excavation or ground disturbing activities.” As the MMP is
a technical workplan, which includes information based on the final approved site plan
and any conditions thereof, it cannot be finalized prior to Site Plan approval. The
Applicant understands that any Site Plan approval for the Applicant understands that
demolition and construction permits will not be issued until completion of the MMP. It is
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noted that the MMP will include the measures outlined in §M.2.a of the EFS related to
soil handling and contingency measures to be implemented if unknown soil conditions
are encountered. As required by §B.1.b of the EFS, the MMP will also reiterate that,
“No blasting or rock crushing shall be permitted without further review and approval by
the Village Building Inspector.”
Upon completion, and prior to demolition or construction, the MMP wil be appended to
this CMP.
6. EROSION AND SEDIMENT CONTROL
An Erosion and Sediment Control Plan shall be implemented in accordance with
NYSDEC regulations. The Plan is illustrated and described in the Stormwater Pollution
Prevention Plan ("SWPPP") accompanying the Site Plan Application. The final,
approved plan shall be appended to this CMP.
7. FUGITIVE DUST AVOIDANCE PLAN
In order to minimize potential air quality impacts associated with construction and
demolition activities, the following policies and procedures shall be implemented during
construction:
• Minimizing the area of soil that is disturbed at any one time;
• Minimizing the amount of time during which soils are exposed;
• Installing truck mats or anti-tracking pads at egress points to clean the trucks' tires
prior to leaving the Project Site;
• Watering of exposed areas during dry periods. Dust suppression activities would not
be expected to generate standing or flowing water;
• Using drainage diversion methods (e.g., silt fences) to minimize soil erosion during
Site grading;
• Covering stored materials with a tarp to reduce windborne dust;
• Limiting on-Site construction vehicle speed to 5 mph; and Using truck covers/tarp
rollers that fully cover hauled materials and keep debris and dust from being
expelled from the truck along its haul route.
As required by the EFS, in the event that airborne dust from the Project Site creates an
adverse impact to the MS/HS, the School District shall notify the CM and the Village
immediately. The CM shall take appropriate measures to ameliorate the temporary
impact. The CM, Village, and the Village's Special Engineering Consultant shall, after
the immediate situation is resolved, discuss the incident to determine its cause and
steps that can be taken to avoid future impacts. On-site visual monitoring of dust
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conditions will be performed to identify potential adverse air quality impacts from
airborne dust and, potentially, the need to implement a Community Air Monitoring Plan
("CAMP"). Should visual inspection of actual emission and dust conditions during
construction warrant, as determined necessary by the Village's Special Engineering
Consultant, a CAMP shall be implemented. The procedures for a CAMP are included in
the Materials Management Plan.
8. DIESEL EMISSION CONTROL PLAN
In order to minimize potential impacts from diesel emissions related to construction
equipment and vehicles, the following policies and procedures shall be implemented:
• Ultra-low sulfur diesel would be utilized for all construction equipment and vehicles.
• All equipment would be properly maintained.
• Idling of construction or delivery vehicles or other equipment would not be allowed
when the equipment is not in active use.
• Construction trucks would not be allowed to idle.
• Use of Best Available Tailpipe (BAT) Reduction Technologies. Non-road diesel
engines with a power rating of 50 hp or greater and controlled truck fleets (i.e., truck
fleets under long-term contract with the project) including but not limited to concrete
mixing and pumping trucks would utilize BAT technology for reducing diesel
particulate matter (DPM) emissions. Diesel particulate filters (DPFs) have been
identified as being the tailpipe technology currently proven to have the highest
reduction capability. Construction contracts shall specify that all diesel nonroad
engines rated at 50 hp or greater would utilize DPFs, either installed by the original
equipment manufacturer or retrofitted. Retrofitted DPFs must be verified by EPA or
the California Air Resources Board. Active DPFs or other technologies proven to
achieve an equivalent reduction may also be used.
9. VIBRATION MONITORING PLAN
The Owner shall implement a Vibration Monitoring Program ("VMP") during demolition
of the existing building, subsurface construction activities, and activities involving the
use of construction impact devices (such as jackhammers, pavement breakers, pile
drivers, pneumatic tools, etc.) on the Project Site. Specifically, the VMP will monitor
subsurface vibration levels proximate to the Arbors and the Tennessee Gas Pipeline.
The precise monitoring locations will be determined by the Owner in consultation with
the Project Engineer and Vibration Consultant and shall be subject to review and
approval of the Village's Special Engineering Consultant. The VMP shall contain the
following elements:
• Baseline vibration monitoring for two weeks prior to the start of demolition.
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• Continuous vibration monitoring at one location proximate to the Arbors and one
location proximate to the Tennessee Gas pipeline.
Vibration monitoring shall be conducted using a seismograph with a velocity transducer
capable of measuring vibration on three mutually perpendicular axes. The seismograph
will include a wireless modem and will be configured to have a warning trigger level of
0.3 inches/second and permissible threshold level of 0.5 inches/second, consistent with
federal guidance on the protection of structures from construction vibration. ln the event
of construction-induced vibration exceeding either threshold level, an email alert will be
sent to the CM and the Owner's Vibration Consultant. ln the event that the permissible
threshold is exceeded as a result of construction activity, the construction activity
producing the vibration would be stopped until an alternative method can be
implemented that does not result in exceedances of the permissible threshold.
10. CONSTRUCTION PERIOD NOISE MITIGATION PLAN
10.1 PHYSICAL NOISE MITIGATION
10.1.1 Arbor Drive
A 12-foot tall construction period noise barrier will be installed on the
Project Site along its Arbor Drive frontage extending southwest from
the Main Site Driveway to the point at which the barrier turns toward
the north. The barrier will be constructed from plywood, or a material of
similar noise abatement prope1iies, and shall be installed prior to the
start of significant construction activities during the time that the
MS/HS is in session during the normal school year and maintained
throughout demolition and construction activities. Gates in the barrier
to provide authorized access to the construction site shall be closed at
all times except when needed for access/egress.
Given the visual prominence of the noise barrier, the Owner shall take
measures to make the barrier more aesthetically pleasing than a
"plain" plywood wall. Upon installation, the barrier will be painted
green. Subsequent to the construction of the barrier, the Applicant will
install a "faux ivy," or similar three dimensional product, covering on
the exterior of the noise barrier.
10.1.2 Southwest & Northeast - Facing Arbors HOA & Village Hall
Pursuant to the EFS, the Arbors HOA and the Village Hall sides of the
property shall be improved with a construction period noise barrier
constructed of plywood, or a material of similar noise abatement
properties. This barrier shall be painted green upon its installation.
Consistent with the EFS, and to determine the appropriate height of
the noise barrier, an supplemental acoustical analysis was performed
(see attached May 24, 202 I letter from AKRF, Inc.). The analysis was
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conducted using a three-dimensional noise modeling software,
"CadnaA," which is a state-of-the-art tool for noise analysis.
Geographic data associated with the site work, adjacent building
footprints and heights, and the location and elevation of other
improvements were input into the software. For each construction
phase various data, including construction equipment, location, noise
emissions and duration of use, was also input.1
The refined acoustical analysis indicated that a 12-foot tall noise
barrier along the Arbors and Village Hall portions of the Project Site
would provide minimal, or no, additional noise reduction compared to a
condition in which no barrier was located on those sides of the Site.2
There are a few likely reasons for this result. Noise barriers are most
effective for reducing noise at receptors within approximately 50 feet of
the barrier if the noise source, e.g., trucks, excavators, etc., are within
a comparably small distance to the noise barrier. Most equipment used
during construction of the Project would operate farther from the barrier
for a majority of the construction period. Consequently, the benefit of
the barrier is reduced as the distances between source and barrier or
receptor and barrier increase. Additionally, benefit from utilizing
barriers is minimized in part due to existing characteristics of the area,
including topography, which sets construction noise sources at a
higher elevation thereby reducing the effective height of surrounding
barriers, as well as moderate to high existing noise levels at some
nearby noise receptors.
Based on this analysis, and in accordance with the EFS, in addition to
the 12-foot tall barrier along the Site's Arbor Drive frontage, the
Applicant will construct a 6-foot plywood barrier along the Arbors and
Village Hall portions of the Site. The barrier shall be constructed prior
to site demolition and maintained throughout construction. The location
of the noise barriers are shown on Sheet C-200.
10.2 SITE LAYOUT AND POLICY-BASED NOISE MITIGATION
The following measures are included in the construction staging plans or will be
otherwise implemented during construction and demolition to minimize off-Site
noise impacts.
1 The construction-period data used in this analysis is significantly more detailed than the data utilized in the
FEIS, given the progression of construction planning subsequent to approval of the PUD Master Plan. Whereas
the FEIS included conservative estimates of noise generation and equipment location given the lack of specific
details available regarding equipment types and location, the current analysis made use of more fine-grained
site logistics details. It should be noted that this supplementary analysis does not supersede the FEIS analysis;
rather, it was conducted for a different purpose, as described above.
2 Additionally, the projected noise levels with only the 12-foot tall barrier along Arbor Drive were comparable to, or
less than, the levels predicted by the FEIS construction noise analysis. This is due in large part to the more
refined analysis that was possible.
Construction Management Plan
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• Noisy construction equipment, such as cranes, concrete pumps, concrete
trucks, and delivery trucks, would be located away from , and shielded from,
sensitive receptors, such as the MS/HS, to the extent practicable;
• Construction equipment, including the mufflers on the equipment, shall be
properly maintained;
• Electrification of construction equipment to the extent feasible and practicable
will be undertaken as soon in the construction process as logistics allow;
• The construction site is configured to minimize back-up alarm noise to the
extent feasible and practicable;
• Construction trucks shall not idle;
• The hours of operation during construction shall comply with the time of day
and day of week requirements of Chapter 158 of the Village Code;
• Pile driving, jack hammering, blasting, and rock crushing shall not be
permitted absent further review by the Village.
10.3 CONSTRUCTION PERIOD NOISE MONITORING
Pursuant to the EFS, the Village may require the Owner to provide in-field noise
level readings upon request, if warranted based on site work activities. These
measurements would be compared to the noise levels modeled and reported in
the FEIS and any supplementary noise modeling conducted to support the noise
barrier design. Existing condition noise level monitoring shall be conducted by
the Applicant for purposes of establishing baseline noise levels absent
construction. The scope and schedule of this monitoring shall be coordinated
with the Village's Building Department.
22042/shared documents/admin/construction mangement plan.docx