Canton, Massachusetts · Saved source text
FY15 School Capital Requests
Saved text from 134 source pages. Transcription and OCR may contain errors; verify figures and wording against the original. Retrieved 2026-10-15.
Source page 81
FY 2015 CAPITAL BUDGET REQUESTS
BUILDING REPAIRS/IMPROVEMENTS
(LONG TERM DEBT)
Recommend Revised
Energy efficient boiler- HS $160,000
Less: Balance of previous capital articles (1) -$160,000
$0
Tennis Court Reconstruction $365,000
Less : Balance of CPAC request/other (2) -$260,000
$105,000
Galvin Middle School Gymnastics Floor $158,200 $158,200
Hansen School addition
Architect/Engineering $250,000 $250,000
Construction costs $3,000,000
Contingency $150,000
FFE $58,000
Total $3,458,000 $250,000
Less Request from free cash (3) -$250,000
$0
FY 15 GRAND TOTAL LONG TERM DEBT-net of offsets $263,200
(1) Balance of previous capital articles (see attached)
(2) CPAC funding/other
(3) Request funding from free cash in anticipation of debt exclusion
FUTURE YEAR PROJECTS
FY 16 Roof Replacement-Luce $287,734
FY 16 -Roof Replacement-Hansen $1,132,288
FY 18 Roof Replacement- Hansen Modulars $128,325
FY 18 Roof Replacement-GMS Modulars $51,793
FY 22 Roof Replacement-GMS $1,562,512
Memorial Field Walkway/Traffic Flow Poject $71,269
Field turf replacement and track resurfacing $750,000
12/30/2013Source page 82
IPG 1
11/14/2013 14:56 ITOWN OF CANTON, MA
Iglytdbud
kleon 1YEAR-TO-DATE BUDGET REPORT
FOR 2014 12
ORIGINAL TRANFRS/ REVISED AVAILABLE PCT
ACCOUNTS FOR:
APPROP ADJSTMTS BUDGET YTD ACTUAL ENCUMBRANCES BUDGET USED
344 SCHOOL BUILDING REPAIRS
43444 REPAIR SCH BLDGS
0 105,349 105,349 .00 .00 105,349.41 .0%
43444 58210 A1425 SCH-RODMAN HEATIN
0 8,487 8,487 1,897.98 .00 6,588.58 22.4%
43444 58210 A1426 SCH-KENNEDY ADDIT
0 16,442 16,442 3,885.00 .00 12,556.50 23.6%
43444 58210 A1427 SCH-HS GREEN ROOF
0 13,405 13,405 3,885.00 .00 9,519.50 29.0%
43444 58210 A1428 SCH-RODMAN GREEN
0 9,610 9,610 1,147.50 .00 8,462.97 11.9%
43444 58210 A1430 SCH-HVAC REPAIRS
0 43,426 43,426 15,097.20 .00 28,328.82 34.8%
43444 58210 A1475 HVAC REP SYSWIDE
681,295 313,784 995,079 26,860.00 19,500.00 948,718.79 4.7%
43444 58210 A1476 HANSEN WINDOW REP
919,322 383,734 1,303,056 29,260.00 25,150.00 1,248,645.78 4.2%
43444 58210 A1477 GMS WINDOW REPL A
1,600,617 894,236 2,494,853 82,032.68 44,650.00 2,368,170.35 5.1%
TOTAL REPAIR SCH BLDGS
894,236 2,494,853 82,032.68 44,650.00 2,368,170.35 5.1%
TOTAL SCHOOL BUILDING REPAIRS 1,600,617
1,600,617 894,236 2°,494,853 82,032.68 44,650.00 2,368,170.35
TOTAL EXPENSES
491,(i
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000Source page 83
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TOWN OF CANTON
FORM B — FISCAL 2015
CAPITAL PROJECT / EQUIPMENT REQUEST
DEPARTMENT: SUBMITTED BY:
Facilities K. Leon/B. Lynch
PROJECT / EQUIPMENT TITLE:
High School Energy Efficient Boiler
TOTAL PROJECT / EQUIPMENT COST: $160,000
DESCRIPTION:
Current boiler equipment includes (3) cast iron Burnham boilers. Two have been recently
replaced due to poor construction and the replacement was covered under warranty (but not
the labor).
I PURPOSE AND JUSTIFICATION:
Provide one energy efficient gas fueled condensing boiler to replace the third cast iron boiler
that is sure to malfunction in the near future. The new boiler would be energy efficient and be
the lead boiler.
NEED CLASSIFICATION: (Check all that apply) Departmental Priority Ranking:
Required for Safety Please rank this request out of your total
Required by Law or Mandate requests for this year: (#1 as top priority)
x Improve/Expand Service or Increase Efficiency (#) OF (#)
Planned Project or Replacement Expected Useful Life: (Check one)
Unplanned Project or Replacement 20 or More Yrs 5 to 9 Years
New Project/Item (not on last year's 5-Yr. Plan) x 10 to 19 Years 3 to 4 Years
Impact to Dept. Operating Budget: (Check one) Revenue Impact: (Check one)
x Will Reduce Cost by $ Will Produce Addl Revenue by $
No Impact Revenue Neutral (no impact)
Will Increase Cost by $ Will Decrease Revenue by $
OTHER COMMENTS OR INFORMATION: (Attach supporting documentation)
1 FORM B - FISCAL 2015Source page 84
BLW Engineers, Inc.
311 Great Road, Post Office Box 1551, Littleton, Massachusetts 01460 19784864301 f 978.428.0067 e Info@blvvengineers.corn
Memorandum
DATE: November 30,2011
TO: Ken Leon, Canton Public Schools
FROM: Ken Beck
SUBJECT: School Energy Conservation Measures
COPIES TO:
BLW Engineers has reviewed the engineering studies for mechanical systems upgrades for the
Canton Public Schools and recommends the following Energy Conservation Measures be
considered:
Canton High School
(247,803 sf; 1970/2005)
ECM-1 Kitchen Hood Exhaust Controls ($25,000.00)
The recommendation to provide a kitchen hood exhaust system control similar
to Melink controls is a low cost ener.
I. conservation measure that will provide
al.@ • _ = • . - pay ack and is recommended,
ECM-2 Condensing Boiler ($160,000.00)
BLW recommends that Canton consider the addition of a single 100hp gas fired,
condensing type boiler to provide high efficiency hot water heating during the
shoulder seasons as an energy conservation measure that will provide almost
immediate payb,dck and is re II MI •11 'nded.
ECM-2 Indirect Hot Water Heaters ($25,000,00)
Should ECM-2 be implemented, BLW recommends that Canton consider
utilizing the new condensing boiler for domestic hot water on a year round basis
through the installation of indirect storage type water heaters as an energy
conservation measure that will provide almost immediate ,payback and is
recommended.
Galvin Middle School
(131,151 sf; 1973)
ECM-1 Improve Boiler Controls ($5,000,00)
The recommendation to update the Boiler lead/lag controls is a low cost energy
conservation measure that will provide almost immediate payback and is
recommended,
Page 1 of 3Source page 85
Printed by: Ken Leon Wednesday, October 16, 2013 4:00:21 PM
Title: Re: Fwd(2): CHS Boilers : Canton Public Schools Page 1 of 3
From: Tom Bryda <tbryda@adienergy.com> 10/16/2013 3:54:37 PM
Subject: Re: Fwd(2): OHS Boilers
To: 11Ken Leon View in Browser
Ken
Probably not
There are a lot of issues associated with installation of a condensing boiler. First of all the vent
material has to be A-29-4C which is a super stainless steel. The existing boilers do not have that
type of material. Secondly, the pumping has to be looked at. These types of boilers have high
pressure drop.
yfibiJe '‘65
Most importantly, condensing boilers only operate in the "condensing mode" when the HWR
comes back at less than 140 F. This could only happen during the Spring and the Fall when the
condensing boiler is operating alone. In the Winter, the boiler would operate as a "normal" boiler in
conjunction with one other boiler. (albeit, the efficiency would be about 88% to 90%), since the
HWS supply temperature would be in the traditional 170 f to 180F range.
The $100,00 price may only be good for a "simple" install without complications. Better to add
another $50,000.
iv,te „, kte44-("i
Tom
t--7 17
Thomas Bryda, PE
VP Engineering
ADI Energy
2348 Post Road
Warwick, RI 02886
401-545-0340
On Wed, Oct 16, 2013 at 3:38 PM, Ken Leon < leonk@cantonma.org> wrote:
Thanks Tom. Would that include removal of old boiler and all re-piping ?
Ken
Tom Bryda <tbryda(c-4adienergy.com> writes:
>Ken
>Those are pretty big boilers. Based on 248,000 SF, the peak heating load is in the 8,000 to 9,000
IvIBH range. Thus 2 boilers would be required to carry the peak.Source page 86
TOWN OF CANTON
FORM B - FISCAL 2015
CAPITAL PROJECT / EQUIPMENT REQUEST
DEPARTMENT: SUBMITTED BY:
Athletic Department Danny Erickson, Athletic Director
PROJECT / EQUIPMENT TITLE:
Tennis Court Reconstruction
TOTAL PROJECT / EQUIPMENT COST:
r‘?Cts7,60
DESCRIPTION:
Reconstruction of tennis courts in Post Tensioned Concrete. See attached.
PURPOSE AND JUSTIFICATION:
Courts are in continuing state of decline and disrepair. This project is overdue.
NEED CLASSIFICATION: (Check all that apply) Departmental Priority Ranking:
X Required for Safety Please rank this request out of your total
Required by Law or Mandate requests for this year: (#1 as top priority)
Improve/Expand Service or Increase Efficiency (#) OF f
i (#)
x Planned Project or Replacement Expected Useful Life: (Check one)
Unplanned Project or Replacement x 20 or More Yrs 5 to 9 Years
New Project/Item (not on last year's 5-Yr. Plan) 10 to 19 Years 3 to 4 Years
Impact to Dept. Operating Budget: (Check one) Revenue Impact: (Check one)
Will Reduce Cost by $ Will Produce Addl Revenue by $
x No Impact Revenue Neutral (no impact)
Will Increase Cost by $ Will Decrease Revenue by $
OTHER COMMENTS OR INFORMATION: (Attach supporting documentation)
FORM B - FISCAL 2014Source page 87
Cape and Island
28 Commerce Park Rd PO Box 1100 Pocasset, MA 02559 (508) 759-5636 FAX (508) 563-7915
September 26, 2013
Attn: Dan Erickson
Project: Canton High School
Cape and Island Tennis & Track is offering the following budget numbers
1. Repair and Resurfacing of Existing Tennis Courts
Repair asphalt cracks with Riteway Crack Repair System (1173 LF)
Remove and replace heaved center anchors
Excavate old patches on court and fill with court patch binder or concrete
Resurface with 3 coat Plexipave System (3036 SY)
Price: +1- $57,000,00
Any additional crack repair would be at $24.00 per linear foot
Note: This repair is not recommended. The asphalt in the courts is aging and
becoming more brittle and the courts will continue to crack in unseen places. The
number of repairs on the court are also affecting the playability of the game.
() Reconstruction of Tennis Courts in Post Tensioned Concrete
Overlay existing courts with 2" slip sheet and 4.5" of post tensioned concrete
Remove and replace existing fence
Install 3 Coats of the Plexipave surfacing system
Replace fence with black vinyl clad chain link and posts
Price: +/- $310,000.00
3. Reconstruction of Tennis Courts in Asphalt
Remove the existing 7 asphalt tennis courts
Remove and replace existing fence
Provide and install 3" of asphalt
Provide and install 5 sets of net posts, nets, center anchors and center straps
Install 3 Coats of the Plexipave surfacing system
Replace fence with black vinyl clad chain link and posts
Price: +/- $225,000.00Source page 88
Costs • Current estimated costs • $ 3 1 0 , 000 for construction • $31,000 for architecture/design costs • $15,500 for contingency costs • Total Estimated Costs = 365,000
Source page 89
CANTON PUBT IC SCHOOLS
JEFFREY W. GRANATINO DEBRA L. BROMFIELD
Superintendent of Schools Director of Student Services
JENNIFER A. HENDERSON 960 Washington Street, Canton, Massachusetts 02021
KENNETH D. LEON
Director of Curriculum & Instruction Telephone 781-82] -5060
School Business Administrator
Fax: 781-575-6500
WWW. C antonma.org
November 26 2013
To develop students who are competent and creative thinkers,
curious and confident learners, and compassionate citizens.
Ms. Lisa Lopez
Chair
Community Preservation Committee (CPC)
801 Washington Street
Canton, MA 02021
Re: CPS Application-CHS Tennis Courts
Dear Ms, Lopez:
On behalf of the Canton Public Schools, I submit our formal application to be considered for funding through
the Community Preservation Act (CPA). The project we are hoping to fund pertains to putting in new tennis
courts (along with the appropriate fencing) on the current site of the courts located at Canton High School.
This is truly a community project as the courts are used by Canton residents throughout the year. They are in
a state of disrepair and we would welcome the opportunity to receive the funding needed to take on this
project. This is a project that we have targeted for some time and the CPA now provides an option for funding
that did not exist before.
We are not looking to have the entire project funded through the CPA, Beyond what we may receive through
the CPA, we plan to use available Capital funds and are eager to work with the Board of Selectmen to identify
additional resources that may be able to be used to help defray the cost of the project.
I fully understand that there are a number of worthy projects before your committee, but I am hopeful that
the Community Preservation Committee (CPC) will be able to support this project. If there are any questions,
please do not hesitate to contact me.
Very Tr Yours,
74—/1
rey W. Granatino
Chairman
CC: School Committee
THE CANTON PUBLIC SCHOOLS DOES NOT DISCRIMINATE ON THE BASIS OF RACE, COLOR,
RELIGION, NATIONAL ORIGIN, SEX, GENDER IDENTITY SEXUAL ORIENTATION, AGE OR DISABILITY.Source page 90
Application for Community Preservation Funding
Jeffrey W. Granatino, Superintendent of Canton Public Schools
Name of Applicant/Applicant Organization
Canton Public Schools/Town of Canton
Name of Property Owner
Jeffrey W. Granatino
Contact Name
./
(
/74i6fiur‘of Authorized Representative of Applicant
/-1(
960 Washington Street, Canton, MA 02021
Mailing Address
781.821.5060 Canton, MA 02021
Daytime Phone City/State Zip
Canton HS Tennis Courts granatinoi@cantonma.org
Project Name Email
900 Washington Street, Canton, MA 02021
Address of Proposal
Category (check all that apply):
Community Housing Historic Resources _Open Space /IRecreation
/
CPA Funding Requested: $260,000
Total Cost of Proposed Project: $356,000
1Source page 91
1. Goals: The tennis courts located on the grounds of Canton High School (900 Washington Street)
are a community resource that is used throughout the year by the residents of Canton. These
courts are in a state of disrepair and playing on them has become a challenge due to the
numerous cracks that exist on the court surface (see attached photos). If approved, this project
would entail creating new courts in the same space as well as removing and replacing the
fencing that surrounds the tennis courts.
As noted in the Goals of the Canton Community Preservation Act, the "CPA provides a
special funding source that is dedicated to community preservation needs related to community
housing, historic resources, open space, and recreation." Furthermore, within the goals of the
CPA, there is a desire, when appropriate, to "Acquire, Create and Preserve Land for Recreational
Use." The rehabilitation and restoration of the tennis courts at CHS fit nicely into these goals
and we hope to garner the financial support from the CPA to accomplish these goals.
Moreover, many of the Town of Canton goals that are highlighted in the CPA application
are reflected in this project. Beyond the support of the School Committee, the Canton Board of
Selectmen has also given its support to the project and the school department looks forward to
working the Selectmen to identify other sources of funding. The completion of this project
would also increase public access to the courts and help preserve a resource that is in danger of
losing its functionality.
2. Community Need & Public Benefit: The rehabilitation and restoration of the tennis courts at
CHS is needed because they are in a condition that is not conducive to use by the high school or
by the public at large. There are multiple cracks in the playing surface and each year the
condition deteriorates. The repair of the courts has been on the long term capital schedule for
the schools for many years, but we have not been able to allocate the resources to address the
matter due to the limited resources available in the capital budget. in addition, the integrity of
2Source page 92
the security/safety fencing that surrounds the tennis courts has lessened, and replacing that
would be part of the project as well.
The tennis courts are used during the school day at various times during the 180 day
school year by our physical education department. Promoting health and wellness is at the
forefront of our school district's goals and objectives and we hope to do so in learning
environments that are safe and supportive for all of our students.
In addition, the courts are used by our girls and boys interscholastic tennis teams. They
compete in the Hockomock League and have had a history of success for many years.
Unfortunately, the condition of the courts has deteriorated to the point where schools within
our league are also concerned with the condition of the playing surface. While we have not had
to forfeit matches yet, the poor condition of the courts puts future matches at risk and more
importantly, the cracks and decay of the courts pose a physical concern for our competitors and
their opponents and are also dangerous for the public to use.
Finally, the courts at CHS are used throughout the year, at all times of the day, by the
citizens of Canton. They are the only set of public courts in the community and they are used
from sunrise to sunset by Canton residents who want to keep themselves in shape while playing
a sport they love. In the summer months the tennis courts are used by youngsters and adults
who are getting exercise while playing a sport they love. There are also many private and/or
public lessons going on. In addition, the recreation department will run tennis clinics
throughout the summer that are quite popular with children who are learning the sport.
While housed on the CHS campus, the tennis courts are a public resource that provides
a wonderful benefit to the citizens of Canton. If we are able to rehabilitate and restore these
courts, we will have a recreational resource that will have a positive impact on community
members of all ages, for many years to come.
3Source page 93
3. Timeline: If we are successful in getting funding for this project, we have been told by
contractors that it would take two months to complete from beginning to end. The district
would need to go out to bid in the late spring of 2014 and either look to have the work done
starting in mid-August 2014 or in early spring, 2015. We want to avoid doing all of the work
during the heart of the summer because that is when the courts are at their highest level of
usage. The contractors also need to be assured that the final part of the project is done with
temperatures still high enough to ensure a sufficient environment for installation.
4. Success Factors: The
. _ success
_ of the project will be measured initially by the quality of surface
that users of the courts will be able to play on. The safety concerns that have been noted will
have been removed with the completion of this project. Successful use of the courts during our
PE/Wellness time and during our interscholastic matches will also increase. In addition, we
would hope to see an increase in the amount of citizens from throughout the community who
look to use the courts throughout the year. Another success factor would be the fact that new
courts there would be a diminished chance of serious injury to those using the courts.
5. Credentials: The school department oversees numerous fields and recreational space, along
with effectively managing six school buildings. We have a top-notch maintenance/custodial
team that will continue to oversee and maintain the rehabilitated space. Currently, they are
spending an excessive amount of time addressing the existing space and keeping it in playing
conditions.
While the contractor for the project has not been selected, we have received
information and pricing guidelines from a qualified and reputable contractor who specializes in
this field. The company selected will have to meet the standards of the school district and the
Town of Canton if they are chosen to take on this project. As this is a public project, the distirct
4Source page 94
would adhere to the competitive bid regulations. Moreover, as we have done with previous
building projects in the district, this project, if it were to move forward would also fall under the
oversight of the Building Renovation Committee (BRC).
6. Other Funding: If the Canton Public Schools are able to secure funding through the CPA, we are
willing to seek the additional funding needed through our cash capital and/or long-term debt
capital budgets, which would have to be approved at Annual Town Meeting. In addition, the
School Department is working with the Board of Selectmen and the Recreation Department to
ascertain whether there are additional funding sources that could supplement what the school
is looking to put into the project.
7. Maintenance: The tennis courts at CHS are currently maintained by the school department's
Maintenance/Custodial team. They would continue to maintain the rehabilitated site and costs
associated with that maintenance would continue to be a part of the school district's annual
operating budget. Where appropriate, we would also look to coordinate with the Department
of Public Work if there is work needed in and around the courts that may exceed our capability.
5Source page 95
Attachment I:
Budget: The projected plan for the tennis courts would include the following:
O Overlay existing courts with 2" slip sheet and 4.5" of post tensioned concrete
Remove and replace existing fence
• Install 3 coats of plexipave surface system
• Replace fence with black vinyl clad chain link and posts
* Current estimated construction cost of project: $310,000
O Projected Additional Costs:
o Architect: 10% of construction cost- $31,000
o Contingency: 5% of construction costs- $15,500
* Total Estimated Costs of Project: $356,000
A more detailed assessment on the projected scope of work is detailed below.
6Source page 96
PROJECTED SCOPE OF WORK Pulverize existing asphalt courts and ailment base- with stone dust. Fine grade base material. A laser ander shall be used to grade. This motorized compact grader is controlled by a laser beam and is capable of adjusting the grade height eight times per second. The bank run gravel shall not vary more than plus + 118" above or below the true base elevation. Forms shall be installed around perimeter of court and secured to the ground with stakes to prevent movement during placement of concrete. Top of foiin shall be finish grade. (4.5 inches above grade) Foinis shall be straight and carry a consistent slope of one inch (1") in ten feet (10'). One half inch (1/2") holes shall be drilled in faints on one end and one side every four feet to allow the insertion of cable. Net Post Installation: Douglas post are 3" heavy gauge steel with integrated lacing bars and polyester powder coated in a black finish. The net posts also have an internal brass winding gear mechanism. Installation includes two galvanized net post sleeves, a galvanized center anchor, center strap and our premium Cape and Island Tennis & Track net with fiberglass dowels. All tennis court hardware is to be the finest quality available. One set of net post sleeves shall be set in concrete foundations which shall not be less than 18" in diameter at the top, not less than 30" at the bottom and not less than 36" in depth. All concrete for footings shall be 3,500 pound mix. The center strap anchors shall be set in concrete footings measuring 12" x 12" x 12". The base of the footings shall be slightly larger 15" x 15" to avoid the possibility of heaving. Install two layers of 6-mil polyethylene over subgrade and tape all seams. The polyethylene acts as a moisture barrier and reduces friction when placing slab under compression. Post Tensioning Material: Post-tensioning material shall consists of 1/2" diameter, seven wire tress relieved strand, conforming to ASTM A-416 with an ultimate strength of 270 KSI. Strand shall be coated with a permanent rust preventative lubricant and wrapped with plastic sheathing. If strand sheathing is
Source page 97
damaged or removed it is to be repaired by taping. A maximum of 6" exposed strand is permitted at the anchor. End anchorage devices will conform to P.T.I. specifications. All dead end anchorages must be power seated. All strands are to be supported in beams to prevent vertical and horizontal movement during concrete placement. Concrete must be well consolidated especially in the vicinity of strand anchorages. 1/2" diameter strands shall be anchored at 28.9 KIPS, but may be initially stressed at 33 KIPS. A 9" diameter centered on the strand axis by 36" length shall be allowed for stressing equipment clearance. Slabs shall be designed using acceptable engineering practices in accordance with the American Concrete Institute Building Code Requirements for reinforced concretes and the Post Tensioning Institutes tentative specifications for post-tensioning materials. The soil condition and plasticity index of the court site is to be considered in determining strand spacing and beam requirements. Cables will be spaced on specified centers, as directed in the engineers drawings. Concrete Construction: Cement: Cement shall be 3,500 pounds mix, with a minimum cement factor of 550 pounds. Water: Water/cement ratio shall be .50. Slump: Shall be approximately 4" depending on weather conditions on day of concrete placing. Note: Cape & Island Tennis & Track reserves the right to use super plasticizers to increase workability of the concrete. In so doing, the slump will be altered but will be within the guidelines of proper concrete placement. The minimum compressive strength of the concrete after 28 days will be 3,500 pounds. The use of super plasticizers will be decided on a per job basis. Aggregate: Aggregate shall conform to standard specifications for concrete aggregates ASTM C-33. Maximum aggregate size of 3/4". Air Entrainment: Air entrainment by total volume of concrete shall be 5 to 7% for 3/4" to 1" max size coarse aggregate. All concrete contents, mixing, delivery and placing shall meet General American Concrete Institute Construction Practices. Joints: Single courts shall be poured monolithic with keyed expansion joint under net line. The concrete shall have a compressive strength of not less than 3,500 pounds after 28 days. Concrete must attain a compressive strength of 2,000 pounds per square inch before final stressing. Placing and Finishing: Concrete shall be leveled and vibrated using a 62.5' vibrating power screed. Concrete shall be bull-floated and finished in accordance with Section 7.2 Act Standard
Source page 98
302, Recommended Practice for Concrete Floor and Slab construction. The final finish shall be a light broom finish. Surface. Tolerance: The concrete. surface shall be flat to within 1/4" under a 10" straight edge in a direction perpendicular to the slope hut shall be within 1/8" under a 10" straight edge in the direction of the slope. Curing: The concrete immediately after finishing shall be kept continuously moist for seven clays by covering with polyethylene. film. Curing time shall be in accordance with surfacing systems manufacturers recommendations. Timing is critical on all of the above due to the possibility of disturbing the finished surface. Fence: Height of Fence: Overall height of fence when erected shall be 10' and 3' as existing The gates will be 4' wide x 7' high with a 3' high transom section above it. The paved walkways leading to the gates will be ADA compliant. Gate frames shall be welded, 1 5/8" O.D. pipe to match. Hinges shall be of adequate strength to support the gate and have large bearings surfaces for clamping in position. Gates shall be capable of being opened and closed quickly and easily by one person. Gates shall be equipped with a positive latching device that will accommodate padlocking. Pot spacing and setting: Line, terminal and corner posts shall be set in foundations not less than 10" in diameter and not less than 36" in depth. Foundations shall consist of concrete. Spacing posts in the line of fence shall be unifoim and not more than ten feet apart. Terminal and corner post shall be 2.875" O.D. Line post shall be 2.375" O.D. Top and mid rail shall be 1.660" O.D. Gate frames shall be 1 5/8" O.D. Vinyl Clad Framework, Fittings and Gates: Line, terminal, corner post, top rails and gate frame materials shall be, before coating with 12 mil PVC, a hot dipped galvanized, inside and out with a zinc coating of 1.8 ounces per square foot, meeting the Standards of the American Society for testing and materials (ASTIV1) F1043-06 Group 1A. The frame work consists of all line, corner terminal posts, horizontal rails and gate frame materials which shall be coated with a polyvinyl chloride coating 12 mils in thickness over galvanized steel or aluminum. These surfaces shall be bonded to the metal surface with an appropriate primer. The PVC shall be plasticized and thoroughly compounded so that all pigments, stabilizers and other ingredients are fully dispersed. 1 3/4" Black chainlink shall be installed.
Source page 99
Vinyl Clad Chain Link Fabric is 8 gauge core with a black vinyl coating which is extruded and bonded. This specification covers chain link fabric made from galvanized steel wire, which has been coated with polyvinyl chloride compound hereinafter designated as "vinyl". All Vinyl coated chainlink has a 22 mil thick extrusion bonded coating meeting the standards of ASTM F668 Class 2a Workmanship: Vinyl coated chain link fabric shall be produced by methods recognized as good commercial practices. Bottom tension wire shall be bonded vinyl, (color to match the fabric) 6 gauge finish with a 9 gauge core. The tension wire shall be fastened to the chain link fabric using 9 gauge vinyl hog rings. Chain link shall be tied to the line post with aluminum 9 gauge hook ties and spaced on 15" maximum centers. Surfacing: Prior to surfacing, concrete must thoroughly cure before the application of any filler or color finish materials. Concrete normally cures within 28-40 days. Surfacing — The Plexipave Coloring System, manufactured by California Products of Andover, Massachusetts shall be applied. An ambient temperature of 55 degree and rising is required in order to apply the surfacing material. Sweep and air clean area to be surfaced. Acid etch court with Muriatic Acid and pressure wash acid off after it dries. Apply one coat of concrete slurry as a leveling surface. Concrete shall be acid etched with a Concrete Preparer as manufactured by California Products. This product requires no after wash. Apply one coat of acrylic resurfacer. This coating is a leveler to fill in and even out minor voids and depressions. Apply two coats of Colored Fortified Plexipave. These coats provide the court with a uniform surface texture, which can be regulated to permit slow to fast speed of play. Layout, tape and hand paint lines per USTA specifications.
Source page 100
Printed by: Jeff Granatino
Tuesday, November 26, 2013 1:45:22 P
Title: photo.JPG Canton Public Schools
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44:12P Tuesday, November 26, 2013 1 ino Canton Publ : Jeff Granati photo.JPG Printed by Title Page 1 of Schools ic t
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Printed by: Jeff Granatino
Tuesday, November26, 2013 1:44:36 P
Title: photo.JPG : Canton Public Schools
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45:00 P Tuesday, November 26, 2013 1 Jeff Granatino Canton Publ Printed by Title Page 1 of Schools its photo.JPG ;
Source page 104
Post-Tensioned Concrete
No Structural Cracks-Ever and a 15-Year Warranty
Post-tensioned concrete was origi- and longevity of their post-tensioned ing seams are known as cold joints.
nally developed in the 1930's when concrete courts. Once the cracks begin, they will con-
it was realized that placing concrete
Concrete is recognized by everyone tinue to expand, requiring patching
under compression with the as- and a repetitive cycle of repair.
in the construction industry, as a
sistance of mechanically stressed stout, durable and versatile material. With an asphalt sub-base, the cold
cables significantly increased its Asphalt is a substrate with limited joints and various concrete footings
strength. Once the cables are tight- structural strength. Considering the freeze and thaw at different rates,
ened, a monolithic "free floating" superior structural characteristics Post-tensioned concrete enables all
slab is created that spans the soils of concrete, it should be no surprise of these components to be set
below and allows the sub-grade to that concrete tennis courts are stron- simultaneously into the concrete slab
settle or shift without compromising ger, more durable, and require less eliminating those stress points.
the court. If the slab moves at all, maintenance than asphalt tennis
courts. Our first post-tensioned concrete
it moves as a solitary unit, virtually courts were installed in 1989 at Rog-
eliminating the structural cracking Tennis players and court mainte- ers High School in Newport, RI. These
that occurs in asphalt courts, over nance personnel are all too familiar courts have been performing for more
time. with the cracks, which develop in than 20 years and remain free of
asphalt courts. Asphalt courts can structural cracks. This kind of perfor-
We believe the best value for our
begin to crack and show structural mance cannot be guaranteed from an
customer lies with post-tensioned
failure within 5 to 10 years of con- asphalt court, even with the rigors of
concrete courts instead of asphalt
struction. These failure points gener- costly maintenance.
courts, We recognize the value of
ally begin around the net posts,
satisfied customers and our custom- Post-tensioned concrete court con-
center anchors and fence posts,
ers appreciate the low maintenance struction is the best long-term value
including paying seams. These pay-
for the following reasons:Source page 105
• Guaranteed against structural
failure for 15 years FLUSH CONCRETE MORTAR PATCH ALL
CABLE ANCHORS AFTER FINAL TIGHTENING
• Low maintenance
• Longer service life — CABLE (SPACING VARIES BASED ON SLAB SIZE)
• Resistant to settling and/or
heaving
O Higher level of slope control, CONCRETE THICKENED COURT
planarity and drainage PERIMETER EDGING
• Ability to reconstruct over existing POST-TENSIONED CONC SLAB
courts without any major
4" MINIMUM - 5" PREFERRED
excavation or transporting of
material CHAIRS (4'-6" MAX. SPACING)
Tr- ,
o Eliminates the potential liability 2 LAYERS OF POLYETHYLENE
F
from structural cracking 2" (TYP.) SAND
'71! ± ;•
• Ability to span less than perfect 1/2" DIA. PIE STRAND (CABLE)
12„
soils
(TYP.) SECTION 1 - THICKENED COURT EDGE
• Eliminates cold joints around net
posts and fence posts
Illustration based on the ASBA, Tennis Court, A Construction & Maintenance Manual:
• Less susceptible to the effects
of climate
o Better uniformity of play meets exact slope requirements. A of 6" exposed strand is permitted at
vapor barrier consisting of two 6-mil the anchor. For stressing purposes
• Stable and attractive edge
polyethylene sheets is placed over an anchor is attached to both ends of
Post-tensioned concrete courts simply fine graded sandy gravel. The cables the cable; the dead end anchorages
outperforms asphalt courts with dura- or tendons used in stressing the are power seated and the other is the
bility, playability, longevity and value. concrete are 1/2" thick overall live end, where the stressing occurs.
consisting of seven strands which All strands are supported on chairs
How it Works are coated with a permanent rust and tied at all intersections to prevent
preventive lubricant and wrapped in vertical and horizontal movement
Forms are skillfully constructed plastic sheathing. during concrete placement.
around the perimeter of the court
Tendons are laid out in grids no A 62' vibrating power screed rides on
using a laser to ensure each form
greater than 4' on center. A maximum top of the form, leveling the concrete
One of the distinct advantages of post-tensioned concrete construction is that you can build a court in many places that cannot be
accessed by an asphalt paver. All of our installations are rigorously tested by on-site engineers.Source page 106
in one continuous pass. The combina- ties, municipalities, clubs and home- Tennis Court Builders (CTCB) and
tion of screed and laser provides a owners are specifying and requesting Post-Tensioning Institute (PSI) certi-
finished surface with precise planarity post-tensioned concrete for their tennis fied personnel on staff. We are also
and superior draining over and above facilities. Granting authorities have recommended and endorsed by USTA
the conventional asphalt court, come to appreciate grantees who are New England. Contact us today to find
A 3,500 pound concrete mix is placed focused on long-term solutions within out how we can improve the court you
in front of the screed with a boomed their applications. Durable post-ten- have or help you plan for the courts
concrete pump truck. sioned courts show good stewardship you want.
of those granted funds.
Fence posts, net posts and center
anchors are excavated inside the form We are working to educate our cus-
prior to concrete placement. Immedi- tomers and are excited about entering
ately after the screed passes a hole, a "new era" of tennis court construction.
the posts are set in place. Various tennis surfaces can be
Within one or two days after concrete applied over concrete including:
placement, the concrete is power acrylic systems, synthetic turf, and
troweled and textured with a medium Tiebreaker. Cape and Island's ex-
broom finish. The court is wet cured clusive full pour urethane system,
for seven days. Tiebreaker, is setting a new standard
for shock absorption. For more information contact:
Within five to ten days the concrete
will have obtained a compressive Cape and Island Tennis & Track has Phone: 800.422.1827
strength of 2,000 pounds, at which been constructing award winning ten- or visit our web site:
point partial stressing of the tendons nis courts all over New England and www.tennisandtrack.com
or compressing of the slab can be beyond since 1972 and has
conducted. A hydraulic jack is used to become expert at constructing
elongate the tendons. After 28 days viable sport surfaces in our challeng- Cape andisiand
ing freeze/thaw climate.
the compression strength is tested TENNIS &T RACK
and the cables are fully stressed. Cape and Island has American Sports
Architects, designers, educational facili- Builder Association (ASBA) Certified
Photo is Rogers High School Court built in 1989. There are no cracks in this court after more than twenty years.Source page 107
TOWN OF CANTON
FORM B - FISCAL
CAPITAL PROJECT / EQUIPMENT REQUEST
DEPARTMENT: SUBMITTED BY:
Maintenance Brian Lynch
PROJECT / EQUIPMENT TITLE:
Galvin Middle School gymnasium floor
TOTAL PROJECT / EQUIPMENT COST:
$140,000 4- oe5.,,pw 1- 404/
DESCRIPTION:
Installation of new Aacer Scissorloc gymnasium floor
PURPOSE AND JUSTIFICATION:
he origanal synthetic floor is 40 years old and only has a life expectancy of 15 years.
NEED CLASSIFICATION: (Check all that apply) Departmental Priority Ranking:
X Required for Safety Please rank this request out of your total
Required by Law or Mandate requests for this year: (#1 as top priority)
X Improve/Expand Service or Increase Efficiency (#) OF (#)
Planned Project or Replacement Expected Useful Life: (Check one)
Unplanned Project or Replacement X 20 or More Yrs 5 to 9 Years
X New Project/Item (not on last year's 5-Yr. Plan) 10 to 19 Years 3 to 4 Years
Impact to Dept. Operating Budget: (Check one) Revenue Impact: (Check one)
Will Reduce Cost by $ Will Produce Addl Revenue by $
No Impact Revenue Neutral (no impact)
Will Increase Cost by $ Will Decrease Revenue by $
OTHER COMMENTS OR INFORMATION: (Attach supporting documentation)
FORM B - FISCAL 2013Source page 108
O'Sullivan Flooaing Co., Inc.
P. 0. BOX 36 • 139A SAGAMORE STREET • QUfNCY, MA 02171
(617) 328-5668 November 1,2011
Brian Lynch, Director of Facilities
Canton Public Schools
960 Washington Street
Canton, MA 02021
781-603-8467 CELL
781-575-6500 FAX
RE: Gym Floor Installation @ Galvin Middle School,
53 Pecunit Street, Canton, MA 02021
Project # 92AB50/1500/2012
The cost to install gymnasium floor at the above location according to the plans and
specifications shall be $ 140,000. This price assumes a gym size of 72 X 129. This price
includes the all finish work such as the sanding and sealing of the floor, the painting of
game lines, base installation, and threshold installation per the specifications. The floor
we will install is the Aacer Scissorloc system which has a height of 2.5 inches and is a
floating floor that IS NOT secured to the existing rubber floor. The height of this floor
Will be 2.5 inches higher than the existing floor and this pricing INCLUDES the
Contractor providing ADA accessibility at all of the side doorways inside the
gymnasium. The moving of both sets of bleachers and the re-attachment of the bleachers
is INCLUDED in this pricing if new bleachers are not purchased. This pricing
INCLUDES our firm providing a sub floor in all storage rooms and Athletic Offices off
of the gym. These areas will be finished with vinyl composition tile flooring. This pricing
INCLUDES the installation of the Power Vent Airflow System which mechanically
forces airflow throughout the floor system to help prevent moisture issues. This pricing
includes raising all six basketball backboards 2.5 inches, and installing 2 sets of
volleyball sleeves. This floor has been installed at Penn State University, Milton
Academy, Thayer Academy, Beaver Country Day, New London NH Community Center,
and the Winchendon School, The start date for this project is sometime in
Spring/Simmer 2012 and will require 4 weeks to complete.
We have been in business since 1975, and have worked for schools and colleges
throughout New England. We have installed over 100 gyms in New England since 2002
ineluding schools in Boston, Arlington, Dedham, Canton, and Milton. Our client list
includes Middlesex School, Thayer Academy, Milton Academy, Roxbury Latin,
Lawrence Academy, Berwick Academy, Dartmouth, Harvard, URI, UMass Boston,
Colby, as well as many other public and private school systems in New England. We
belong to the MFMA (maplefloor.org) which is the governing body for the installation of
gym floors nationwide. We are also a member of the Certified Installers Program, and we
are one of the few firms nationwide that is recognized by the MFMA as an Accredited
Installer by Aacer Flooring. We are also members of the NWFA (National Wood
Flooring Association).
Please me with any questions,
AFMA
James.rO'Sullivan, Jr.
pie Hooting Mtri. Asan. (
(40
Ft)Source page 109
72; /27-7 6/3r
TOWN OF CANTON
FORM B - FISCAL 2015
CAPITAL PROJECT / EQUIPMENT REQUEST
DEPARTMENT: SUBMITTED BY:
Facilities K. Leon/B. Lynch
PROJECT / EQUIPMENT TITLE:
Hansen Elementary School Addition
TOTAL PROJECT / EQUIPMENT COST: $3,181,000
DESCRIPTION:
The existing four room modular addition was constructed in 1998 with a projected useful life
of 10-15 years. The modulars are currently in their 17th year and are showing wear and tear.
There are a number of maintenance items that need to be addressed (See list).
PURPOSE AND JUSTIFICATION:
In addition to the replacement of these (4) modulars, there are space issues at the elementary
school level. As we investigated for the JFK addition, to build regular construction was not
more expensive than modular construction and you get a much longer return on the
investment. The JFK addition included construction of two rooms over two rooms as there
was great efficiencies in that type of construction. If we were to consider constructing a four
room addition we should consider a four over four room construction similar to JFK addition.
NEED CLASSIFICATION: (Check all that apply) Departmental Priority Ranking:
Required for Safety Please rank this request out of your total
Required by Law or Mandate requests for this year: (#1 as top priority)
Improve/Expand Service or Increase Efficiency (#) OF (#)
x Planned Project or Replacement Expected Useful Life: (Check one)
Unplanned Project or Replacement x 20 or More Yrs 5 to 9 Years
New Project/Item (not on last year's 5-Yr. Plan) 10 to 19 Years 3 to 4 Years
Impact to Dept. Operating Budget: (Check one) Revenue Impact: (Check one)
Will Reduce Cost by $ Will Produce Addl Revenue by $
No Impact Revenue Neutral (no impact)
Will Increase Cost by $ Will Decrease Revenue by $
OTHER COMMENTS OR INFORMATION: (Attach supporting documentation)Source page 110
/1/7i
,
:
/
- 71-P14---(
TOWN OF CANTON
FORM B - FISCAL 2015
CAPITAL PROJECT / EQUIPMENT REQUEST
DEPARTMENT: SUBMITTED BY:
Hansen Elementary Peter Boucher
PROJECT / EQUIPMENT TITLE:
4X4 Modular Rennovation
TOTAL PROJECT / EQUIPMENT COST:
DESCRIPTION:
The existing 4 modular classrooms would be removed. In their existing space we propose to
build 8 new and permanent classrooms spaces with 4 on the ground level and 4 more built on
a second floor directly above the other 4 classrooms.
PURPOSE AND JUSTIFICATION:
The modular classrooms are in disrepair and have long outlived their expected academic
lifespan by 7-8 years or more. Furthermore, our school is supersaturated relative to space.
We have spilled over into every existing and imagineable space in an effort to deliver
academic instruction. At this point, we have exhausted our creativity and efforts to utilize
every possible square foot of programmable space at the Hansen. It is imperative that we
upgrade the modulars to permanent academic space to be able to deliver both academic and
cPFil cpruirac hi an annrnnriatP nrnfAccinnal and arrAntahlo mannAr
NEED CLASSIFICATION: (Check all that apply) Departmental Priority Ranking:
X Required for Safety Please rank this request out of your total
Required by Law or Mandate requests for this year: (#1 as top priority)
X Improve/Expand Service or Increase Efficiency 1 (#) OF Multiple (#)
X Planned Project or Replacement Expected Useful Life: (Check one)
Unplanned Project or Replacement X 20 or More Yrs 5 to 9 Years
New Project/Item (not on last year's 5-Yr. Plan) 10 to 19 Years 3 to 4 Years
Impact to Dept. Operating Budget: (Check one) Revenue Impact: (Check one)
Will Reduce Cost by $ Will Produce Addl Revenue by $
X No Impact X Revenue Neutral (no impact)
Will Increase Cost by $ Will Decrease Revenue by $
OTHER COMMENTS OR INFORMATION: (Attach supporting documentation)
1
This project is our number one priority regarding student and staff safety coupled with apropriate and
encouraging academic space.
FORM B - FISCAL 2013Source page 111
4X4 Team Hansen Renovation
Executive Summary
12-16-12
Two Overarching Situations:
1. The 5th Grade Wing (4 modulars) are becoming defunct and need replacement. They have far outlived
the recommended "lifespan" of these modules and are currently incredibly inefficient and difficult to
repair. We want to find a permanent solution to them before they become dangerous.
2. Our school is at maximum capacity for students and staffing in its current floor plan. We have
explored and utilized EVERY possible square foot and inch of usable space. Even with all of this
creativity and flexibility, we are really, really in desperate need of space for our kids to be academically
stimulated and properly supported.
Proactive Solutions:
1. Remove/Deconstruct the current modulars due to safety and inefficiency.
2. Build a permanent 4X4 wing to replace the four 5 th grade classrooms that are currently becoming
dilapidated, defunct, and unsafe.
Why a 4X4 and not simply a 4 room addition:
After much discussion, investigation and research the Building Committee determined that a 4X4 renovation
would be the best remedy for the Hansen School and the district. This was decided as it is the best
educational and financial decision for the students and town. The Hansen is currently at maximum capacity
(actually we are "supersaturated") for space for students and staff. Adding 4 rooms on top of the 4
replacement 5th grade rooms would allow our students to learn in areas that are more academically
appropriate. For example, Room 208 has five (5) SPED teachers and four (4) Educational Assistants working in
and out of that classroom because is absolutely no space available anywhere else in the building to utilize...we
have re-engineered and created as much academic and professional space as possible. Similarly, Room 112
currently has three (3) teachers and two (2) ELA tutors working in and amongst the room. Along with
academic space, we have had to recreate closets and storage areas (literally) into small offices and student
work spaces for our student services staff such as school psychologists, speech and language pathologists,
Cascading Effect to Create Academic Learning Space:
1. Remove unsafe and inefficient 5th grade modules; Build the 4X4 renovation space.
2. Move the 4 fifth grade classes into four (4) of the newly built classes.
3. Move our 2 Kindergarten rooms into two (2) of the classes to create a more NAEYC appropriate space.
4. Move the Art and Music rooms into the remaining two (2) classes.
5. Disaggregate Room 208 (5 teachers/4 Ed. Assistants) and Room 112 (3 teachers/2 ELA tutors) to allow
them to diffuse into the Music and Art Rooms, thereby creating more appropriate academic,
encouraging, and learning space for our K-5 students and staff.
6. It could also be possible to allow one of the new rooms to be kept available for a "swing" space for the
district's fluctuating Kindergarten numbers. For example, we would build the classroom to be able to
be used for a Kindergarten class but certainly utilize the space for other academic classes (Math, ELA,
SPED, ELL, etc...) during years that do not warrant a 3rd Kindergarten class at the Hansen.Source page 112
HANSEN MODULARS
EXTERIOR
• Leak between mods and building. (believe to be coming from old windows)
• Asphalt should be replaced around mods/courtyard and properly graded (water runs
under mods to catch basins).
• Ventilation under mods is a constant concern i.e. mold, mildew, etc,
• Fencing behind mod needs to be replaced.
• Wooden ramp/balusters need staining every 3 years.
INTERIOR
• Roof leaks (newest) Rooms 114 and 112.
• Musty smell Room 112.
• Miscellaneous ceiling tiles need replacing.
• Marker boards are subpar quality; need to be replaced.
• All walls (vinyl covered wall board) are in need of patching, repair holes or vinyl ripped
away from wallboard, and paint.
• Replace wooden handrails with metal; they are constantly in a state of disrepair due to
materials and design.
• Door frames are out of square, doors need to be stripped and painted.
• Flooring in the classrooms is in tough shape; VCT tiles are cracked due to unstable
plywood sub floor; there is a lot of give to the floor (squeaking, movement); floor is not
insulated.
• No sprinklers.
• HVAC units are electric; not energy efficient
• Air handler on roof is not efficient given the type of units in the classrooms.Source page 113
Roy S. Brown Architects
85 Chilson Road - Wilbraham, Massachusetts 01095
Phone 413.596.2360 - Fax 413.596.2360
Email: rsba85@yahoo.com
October 15, 2013
Mr. Kenneth Leon
Business Administrator
Canton Public Schools
960 Washington Street
Canton, MA 02021
Re: 8 Classroom Addition
Hansen Elementary School
Dear Mr. Leon:
We have done some limited field review of the existing school building and drawn four
preliminary schemes. Our expectation is that Scheme A will be selected as the most
feasible.
1. We went back to the actual costs incurred for the Kennedy addition which was bid in
2011, projected 3% inflation per annum until expected bidding in 2014.
2. We used a proportional factor of 2.226, which represents the Hansen addition's size
compared with that of the Kennedy addition.
3. The cost of sprinklers will be roughly comparable in Hansen vs. Kennedy because,
though Hansen is a little smaller, the piping will be predominantly above the ceiling,
and this will add work for the acoustical ceilings filed sub bidder.
Our estimate is as follows:
Construction cost: $2,750,000.
Soil borings & geotechnical report 8,000.
Architectural and engineering designer costs 206,000.
Advertising and printing 9,000.
Contingency 150,000.
Total $3,123,000.
In addition you will have the direct costs of furniture fixtures and equipment in the range
of $50,000 and the cost of shades and blinds, approximately $8000. Grand total
$3,181,000
Ray S, &own
Roy S. BrownSource page 114
Printed by: Ken Leon Monday, September 09, 2013 3:56:38 PM
Title: Hansen Elementary School - Classroom Addition : Canto... Page 1 of 1
From: Roy Brown <rsba85@yahoo.com> 9/9/2013 1:13:35 PM0
Roy Brown <rsba85@yahoo.com>
Subject: Hansen Elementary School - Classroom Addition
To: Ken Leon
_ View in _Browser
__
Attachments: 11 Cost Estimate Letter 09 06 13.pdf / Uploaded File (21K)
n Hansen Elementary School - Classroom Addition.pdf / Upload...
Ken,
Attached are PDF drawings of the classroom addition options
for your review and use. Scheme A is the option that was
used as the basis for Roy's cost estimate (also attached to
this email). Scheme A would be the most economical.
Scheme's B and C would be the middle options (cost wise),
and Scheme D would be the most expensive option.
We will be printing the full size sheets of these drawings
first thing tomorrow (12 copies of each drawing). They
should be mailed out tomorrow early afternoon.
- Mike Gobeille
Roy S. Brown Architects
85 Chilson Road
Wilbraham, EM 01095
ph 413.596.2360
fax 413.596.2360
emailrsba85@yahoo.comSource page 115
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