HomeMy WebLinkAbout06/08/2023 - Final Construction Control Document - 481 Sutton Street Page 1 of 9 6/8/2023
Final Construction Control Document
N W To be submitted at completion of construction by a
W
a d Registered Design Professional
for work per the ninth edition of the
1M 5�0
Massachusetts State Building Code, 780 CMR, Section 107
Project Title:North Andover Adult Center Date:06/08/2023 Permit No.
Property Address: 481 Sutton Road,North Andover MA
Project: Check (x) one or both as applicable: X New construction Existing Construction
Project description:Ground-Up Architectural Precast Building to accommodate a Distribution Facility with
Site Improvements
I James J. DeVellis PE MA Registration Number: 39301 Expiration date: 06-30-2024 , am a registered design
professional, and I have prepared or directly supervised the preparation of all design plans, computations and
specifications concerning:
Architectural Structural Mechanical
Fire Protection Electrical X_ Other: Civil (Site)
for the above named project. 1, or my designee, have performed the necessary professional services and was
present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and
belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved
as part of the building permit and that I or my designee:
1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other
submittals by the contractor in accordance with the requirements of the construction documents.
2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable.
3. Have been present at intervals appropriate to the stage of construction to become generally familiar with
the progress and quality of the work and to determine if the work was performed in a manner consistent
with the construction documents and this code WITH THE EXCPETIONS AS NOTED BELOW IN#4.
4. This is issued at the request of the town for use for a TEMPORARY CERTIFICATE OF OCCUPANCY.
The site is not fully complete and additional site work is required. There are no health and safety
issues that were observed in our professional opinion to hold back a temporary occupany permit
pending site completion at a later date of the punchlist items attached (DZI PUNCH LIST DATED
JUNE 6,2023)
Nothing in this document relieves the contractor of its responsibility regardin t rovisions of 780 CMR 107.
Enter in the space to the right a"wet" or •
electronic signature and seal: E 6A :
�tYt
Phone number: 781-771-8104 mail:Jim@DeVellisZrein.com
Building Official Use Only Nof
Building Official Name: Permit No.: Date:
Version 01 01 2018
Page uofn 6/8/2023
SITE OBSERVATION
Inspection Date:June 2 2023 9ann
Prepared by: Catherine Martin, RLA
|unoao J. [JeVdlim. PE
Project: North Andover Adult Center
Project No: 2<3|S-385
Conditions: Sunny 72degrees
Re: Punch List for TEMPORARY CERTIFICATE OF OCCUPANCY
Present: |anoea J. [)aVeUis' PE [}e\/uUia Zrein Inc.
John Catlin Catlin Architecture
Distribution: Catlin Architecture, PC
OZ| was requested to perform uoite observation for determining compliance with the approved
Site Plans (dated March 27, 2020 tided |00% Conformance Set consisting ofSP-|, C| through
C6\.
This punchUat is prepared for review for utemporary certificate of occupancy. The site is not
complete with respect to the following items
|. As-Built Survey: An as-built survey stamped by u registered land surveyor is required as
an approval condition of the town and project specifications. An Interim As-Built dated
June 6Lh received following the site inspection is incomplete and does not comply with
the requirements. DZ| is not able to determine acceptability for afina| certificate of
occupancy or nignof[ With respect the As-Built Survey, many items are missing such as
finish grades and contours, detention basin contoured to evaluate volumes, all parking
mtr|p|nX, zoning umtbuc|m, ui8noge' vvu||o' fencing, surveyors xtunnp and other pertinent
information. Until review of 0nu| as-built survey. DZ| cannot provide u 0nu| affidavit
without these items listed to certify full compliance to the approved documents.
2. Pavement: Inconsistent surface coot. Drive aisles are acceptable. Parking spaces visually
show o large amount of aggregate as if they did not receive the surface coat or rolling.
This could be problematic during plowing.
3. Topsoil: Finish grade has not been established throughout the site, Landscape areas should
be flush with the edges of patios, vvu||wwuyo and curbs. Stones and debris are visible
through out the site. The specified amount of topsoil may have been provided' however
since finish grades were not established the amounts and locations vary. Finish grades
need to be established with the specified amount ofloam.
neVeUis Zre|n|nx.
po Box ycnnmumouuh,Mxnmss
Page 3 of 9 6/8/2023
North Andover Adult Center
June 6, 2023
Page 2
4. Landscaping: The number of plants correspond to the plan. However, the Honey locust
trees are undersized. Many of the plants were not spaced properly and are not planted
in straight or offset lines leading to a messy look. Many of the trees seem to be mounded
and perhaps planted too deep. GC to confirm trees were planted with the flare at finish
grade. Undersized plants to be addressed with respect to credit due. One year warranty
will not be initiated until landscape signoff and at the time of the punch list this is not
possible.
5. Lawn: The lawn is not acceptable; loam depths vary and the entire lawn is full of weeds.
The lawn and all weeds should be removed. The entire site needs to be finish graded.
Loam and seed Submittals need to be submitted for approval and the site needs to be re-
seeded within the dates specified in the specification. Maintenance then needs to be
provided as outlined in the specification.
6. Lighting: Acceptable- as observed during the day. Light pole base at the service area set
with 20-inch reveal from grade and not 24-inches for full bumper protection.
7. Rear Patio: There is a large unstable "bubble of pavers" that lift up when walking on just
as you enter the patio adjacent to the rain garden. This area has been incorrectly installed,
presents a safety/tripping hazard and does not meet the standards outlined in the
specification or by the MAAB. There is also a transition differential lip at the wall', and
patio area at the east facing building door/walk.
8. Rain Gardens Seeding: Side slope seeding is outstanding, the stone on the bottom of the
swales is not riverstone and does not match the detail. GC to provide a submittal for
seeding of the stormwater/raingarden basins, a submittal for the riverstone. Loam and
seed submittals need to be submitted for approval and the site needs to be re-seeded
within the dates specified in the specification.
9. Drainage Swale: The required drainage swale along the southern abutter fence has not
been installed per plan.This Swale is required to control and alleviate runoff from the site
and off-site areas from entering the abutter properties. DZI was informed that alternate
solutions are in process to address this swale deficiency outside of the DZI design. Item
outstanding.
10. Domestic and Fire Protection Water Service:Water line was designed from Sutton Street
but appears to be connected to Surrey Street. Connections, size,water gates and process
for changing unknown and this is to be addressed by the town and water department for
conformance to their requirements.
11. Fence: The wood fences along the southern abutter and utility area at building do not
meet the plan detail or specifications (material, hardware, nails, staining etc.). Not
acceptable.
12. Signage and markings: The turn arrow as the drive enters onto Surry Street has not been
painted on pavement.
Page 4 of 9 6/8/2023
North Andover Adult Center
June 6, 2023
Page 3
13. Sanitary Sewer: DZI informed that final connection to the street has not been performed
and that the connection is into existing clay pipe.
14. Drain Manholes:All drain manholes need to have concrete shelf poured within for smooth
invert transition. The ones opened did not have this installed within.
15. Drainage Area: The sidewalk designed at the southeast corner of the building has been
extended past the parking area to the abutting housing parking lot and drive area. As a
result, the stormwater from the abutting pavement runs directly over the sidewalk's curb
opening and into the eastern raingarden. This situation results in erosion and impacts the
detention basin effectiveness which was not designed to accept off-site parking areas.
16. Layout and Project Changes: Note that aeras in the main parking area and perimeter
walls/grading were redesigned following the bid drawings. These changes were designed
by others and reviewed by the town separately. The site observations within address the
plans referenced within this observation report only.
17. Select site photos attached.
The preceding meeting notes represent our understanding of the information exchanged.
Please notify us of any misunderstandings or required interpretations within five days, as we
will proceed on the basis that these items are agreed to by all parties.
Page 5 of 9 6/8/2023
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