HomeMy WebLinkAbout900 King Street Construction Management Plan 2021-3-11900 King Street Site Plan Application: Construction Management Plan
DRAFT 1 2/18/2021
This section of the Site Plan Application provides the Construction Management Plan (“CMP”) for the
900 King Street Redevelopment Project. The CMP will necessarily be updated during the building
permitting and construction processes as additional information and details are available.
Table of Contents
1. PRIMARY CONTACTS .............................................................................................................................. 2
1.1. OWNER .................................................................................................................................................... 2
1.2. CONSTRUCTION MANAGER .......................................................................................................................... 2
1.3. VILLAGE OF RYE BROOK............................................................................................................................... 2
1.4. SCHOOL DISTRICT ....................................................................................................................................... 2
1.5. ARBORS HOMEOWNERS ASSOCIATION ........................................................................................................... 2
1.6. TENNESSEE GAS PIPELINE ............................................................................................................................ 2
1.7. RYE BROOK SEWER .................................................................................................................................... 2
1.8. SUEZ WATER............................................................................................................................................. 2
1.9. CON EDISON CONTACT ............................................................................................................................... 2
1.10. ALTICE CONTACT........................................................................................................................................ 2
1.11. VERIZON CONTACT ..................................................................................................................................... 2
2. COMMUNICATIONS ................................................................................................................................ 3
2.1. SCHOOL DISTRICT ....................................................................................................................................... 3
2.2. ARBORS ................................................................................................................................................... 3
2.3. LOOK AHEAD ............................................................................................................................................ 3
2.4. UTILITY NOTIFICATION ................................................................................................................................ 3
3. CONSTRUCTION PHASING AND SEQUENCING ......................................................................................... 3
3.1. PHASING & SEQUENCING SUMMARY ............................................................................................................. 3
3.2. SITE SAFETY .............................................................................................................................................. 4
3.3. ABATEMENT ACTIVITIES............................................................................................................................... 4
3.4. OTHER DEMOLITION REQUIREMENTS ............................................................................................................. 4
4. CONSTRUCTION PERIOD TRAFFIC ........................................................................................................... 4
5. MATERIALS MANAGEMENT PLAN ........................................................................................................... 5
6. EROSION AND SEDIMENT CONTROL ....................................................................................................... 5
7. FUGITIVE DUST AVOIDANCE PLAN .......................................................................................................... 5
8. DIESEL EMISSION CONTROL PLAN ........................................................................................................... 6
9. VIBRATION MONITORING PLAN ............................................................................................................. 6
10. CONSTRUCTION PERIOD NOISE MITIGATION PLAN ................................................................................ 7
10.1. PHYSICAL NOISE MITIGATION ....................................................................................................................... 7
10.1.1. Arbor Drive ................................................................................................................................... 7
10.1.2. Southwest – Facing Arbors HOA ................................................................................................... 7
10.1.3. Northeast – Facing Village Property ............................................................................................. 7
10.2. SITE LAYOUT AND POLICY-BASED NOISE MITIGATION ....................................................................................... 7
10.3. CONSTRUCTION PERIOD NOISE MONITORING .................................................................................................. 7
APPENDIX: CONSTRUCTION PHASING & SEQUENCING PLANS
900 King Street Site Plan Application
2/18/2021 2 DRAFT
1. PRIMARY CONTACTS
1.1. OWNER
900 King Street Owner, LLC
c/o George Comfort & Sons
200 Madison Avenue, 26th Floor
New York, NY 10016
(212) 481-1122
1.2. CONSTRUCTION
MANAGER
A.P. Construction Company
707 Summer Street
Stamford, CT 06901
(203) 359-4704
Site Contact: Lorem ipsum
(###) ###-####
1.3. VILLAGE OF RYE BROOK
Michael Izzo, Building and Fire
Inspector
938 King Street
Rye Brook, NY 10573
(914) 939-0668
HDR; Village’s Special
Engineering Consultant
Project Contact: Lorem ipsum
(###) ###-####
1.4. SCHOOL DISTRICT
Blind Brook-Rye Union Free
School District
390 North Ridge Street
Rye Brook, NY 10573
Site Contact: Lorem ipsum
(###) ###-####
MS/HS Contact: Lorem ipsum
(###) ###-####
1.5. ARBORS HOMEOWNERS
ASSOCIATION
, President
(###) ###-####
1.6. TENNESSEE GAS PIPELINE
Pipeline Contact: Lorem ipsum
(###) ###-####
1.7. RYE BROOK SEWER
Sewer Contact: Lorem ipsum
(###) ###-####
1.8. SUEZ WATER
Suez Contact: Lorem ipsum
(###) ###-####
1.9. CON EDISON CONTACT
Electric contact: Lorem ipsum
(###) ###-####
Gas contact: Lorem ipsum
(###) ###-####
1.10. ALTICE CONTACT
Altice contact: Lorem ipsum
(###) ###-####
1.11. VERIZON CONTACT
Verizon FIOS contact: Lorem ipsum
(###) ###-####
Construction Management Plan
DRAFT 3 2/18/2021
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 shall monitor the
condition of Arbor Drive and make repairs as warranted and appropriate, as determined by the
Village. Similarly, as determined necessary by the Village upon completion of construction,
the Owner shall restore that portion of Arbor Drive that was used as a path of travel during a
construction to a reasonable and safe condition.
2.3. LOOK AHEAD
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.
3.1. PHASING & SEQUENCING SUMMARY
Construction of the Project is anticipated to be completed in approximately 30 months and is
expected to occur in approximately seven phases. Construction would begin with the
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.
900 King Street Site Plan Application
2/18/2021 4 DRAFT
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
last approximately 14 months), and townhouses (construction would last approximately 14
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.
Prior to demolition surveys for asbestos-containing materials (ACM) would be conducted
throughout the existing structure. ACM would be removed prior to demolition by a licensed
asbestos abatement contractor in accordance with applicable regulatory requirements. As
required by the EFS, 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.
Construction Management Plan
DRAFT 5 2/18/2021
No construction worker vehicles shall be permitted to park, pick-up, drop-off, or otherwise stand
on Arbor Drive.
Construction Trucks shall use major roads (i.e., I-287; I-95; I-684) to reach the Project Site.
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 Arbor Drive.
5. MATERIALS MANAGEMENT PLAN
[Forthcoming]
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 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 cover fully loaded trucks 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. If determined necessary the
Village’s Special Engineering Consultant, the Owner may be required to implement a Community Air
Monitoring Program (“CAMP”). The procedures for a CAMP are included in the Materials
Management Plan.
900 King Street Site Plan Application
2/18/2021 6 DRAFT
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 for longer than 3 minutes.
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 and subsurface construction activities 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.
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 and permissible threshold levels,
consistent with federal guidance on the protection of structures from construction vibration. In 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. In the event that the permissible threshold is consistently
exceeded, construction methods will be evaluated and adjusted accordingly.
The Owner’s Vibration Consultant shall prepare and circulate to the Owner, CM, Village, and Village
Special Engineering Consultant monthly reports summarizing the vibration monitoring results. The
reports will include an executive summary of vibration levels at each monitoring location, and detailed
vibration data at each monitoring location throughout each workday during the monitoring period.
Construction Management Plan
DRAFT 7 2/18/2021
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 properties, 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. Gates in the
barrier to provide authorized access to the construction site shall be closed when
not in use.
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. The
specific method(s) by which this will occur are still being discussed.
10.1.2. Southwest – Facing Arbors HOA
Pursuant to the EFS, the Arbors HOA side of the property shall be improved with
a construction period noise barrier constructed of plywood, or a material of similar
noise abatement properties. The specifications of this barrier shall be determined
based on an acoustical analysis, which is not yet complete.
10.1.3. Northeast – Facing Village Property
Pursuant to the EFS, the Village Hall side of the property shall be improved with
a construction period noise barrier constructed of plywood, or a material of similar
noise abatement properties. The specifications of this barrier shall be determined
based on an acoustical analysis, which is not yet complete.
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 to minimize off-Site noise impacts.
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 for longer than 3 minutes.
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.
ARCHITECT:APPLICANT/OWNER:Drawing No:Project No:Date:Scale:Drawn:Approved:ANY ALTERATION OF PLANS,SPECIFICATIONS, PLATS ANDREPORTS BEARING THE SEALOF A LICENSED PROFESSIONALENGINEER OR LICENSED LANDSURVEYOR IS A VIOLATION OFSECTION 7209 OF THE NEWYORK STATE EDUCATION LAW,EXCEPT AS PROVIDED FOR BYSECTION 7209, SUBSECTION 2.No.RevisionDateBy• • ••• •• • ••• •••••••••••••2017 by JMCAll Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted in any form or by means, electronic, mechanical,photocopying, recording or otherwise, without the prior written permission of JMC PLANNING, ENGINEERING, LANDSCAPE ARCHITECTURE & LAND SURVEYING, PLLC | JMC SITE DEVELOPMENTCONSULTANTS, LLC | JOHN MEYER CONSULTING, INC. (JMC). Any modifications or alterations to this document without the written permission of JMC shall render them invalid and unusable.Phase 1 - DemolitionDetentionPond withSilt Fence& HaybalePerimeter
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