Trustee Report-Shelley Porter

Camilla Parent Council (SAC)

September 21, 2016 @ 6:30 pm

Camilla School Replacement

Despite the rumors, there is no new news or developments to report at this time.Sturgeon Schooi Division has identified the repiacement of Camilla School as the number onepriority on our Capitai Plan. A Capital Plan is a requirement of the Aiberta government for eachschooi board to annuaiiy identify the capitai project needs we have in our division,i have attached Aiberta Infrastructure's assessment of the school building for your perusal. Youwill see on the final page a recommendation for replacement of the school. As well, it wasreported in the newspaper that there wouid be a start as of April 2016. You will see in theattached report - that they used the date April 2016 for costing purposes only - not as an actualstart date for construction.There are currently over 200 school projects in process in Aiberta. The government hasseiected it's next round of projects and put them on their 'sunshine' list; however thegovernment does not typicaily share where any of the projects sit on the iist, and how they areprioritized. To date. Sturgeon Schooi Division has not been informed of a timeiine, start date,or any other detaiis at this point.When the Government determines that this project is next on the iist, the Division wiii benotified and the consultative process wiii begin.

Items referred to September 28. 2016 Pubiic Board Meeting

Poiicy E/ii/1 - Employee Expense ReimbursementPoiicy F/iii/3 - Awards PoiicyPolicy F/IV/2 - Restricted and iilicit Drugs

Board Approvals

• The Board of Trustees regretfully accepted the resignation of Trustee Michelle Mychasiw effective September 12016.

• Council of School Councils meeting is scheduled for Tuesday, October 11,2016 @ 5:00 pm at the Frank RobinsonEducational Centre (Sturgeon Schooi Division Central Office) in Morinviile.

The Board of Trustees meets on the 2"" and 4*" Wednesday of each month.**AII members of the schooi community and the pubiic are welcome to attend

Please refer to our website (www.sturgeon.ab.ca) for the Agenda and times for ail meetings.

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SITE TOUR

SCHOOL FACILITIES: NORTH REGION

BOARD: STURGEON SCHOOL DIVISION No. 24

SCHOOL: CAMILLA SCHOOL

DOCUMENT STATUS

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ATTACHMENT I

ydlbonairtf-riASTRUCTyRC

Date: 9/9/2015

Meeting Attendees:

Lome Lopatka - Sturgeon School Division

Iva Paulik- Sturgeon School Division

Laurel Udell • Alberta Education

Mark Latimer- Alberta infrastructure

Kenneth Wong - Alberta InfrastructureClick here to enter text.

SITE TOUR REPORT

SCHOOL: CAMILLA SCHOOL

Project Description:

Camilla School is a one storey facility^originaliy constructed in 1954 of 1336 m^. Pditldnstof 582 m' wasconstructed in 1958, 1925 m^ in 1968 and 956 In 1988 including a second storey staff room andrelated facilities. ,ln 1974 a community arena complex was added to the 1968 section.' In addition, aportable classroom of 185 was added In 1989 to the 1954 section and a 4 portable classroom podwas added to the 1988 section In 1993. Two portable classrooms added In 2005 and included aconnecting link (201 plus 34 m=). In 1990 modernization to the 1954 and 1958 was completed. Theschool including portable classrooms contains a kindergarten, 16 classrooms, a home economics area, ascience room, computer room, a music/drama area, a library, a gymnasium with stage, administrationand ancillary support spaces.

The 2014/2015 adjusted enrollment Is 473 students. We were Informed that there are 488 studentsattending Camilla School In the current year (raw count).

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/dlbsnaIvrjWS'RL'CTlWC SITE TOUR REPORT

• Structural Componen ts

The faciiity contains foundation walls with strip footings with structural concrete slab over crawlspace and concrete pile and grade beams with slab on grade. Superstructure consists of woodframe and concrete block with wood and metal framed roof construction.

There Is wall degradation and foundation settlement found on the south wall of a five classroomwing located at the northeast corner of the school.

Ground water may be a contributing factor to the undermined foundation wall. Groundwater/surface damage is also an issue.

• Building Envelope

Low slope roofing composed of built-up roofing membrane and SBS membrane. Steep slopedroof sections are covered with either prefinished metal or asphalt shingles with prefinlshedmetal gutters and downspouts. Wails are a combination of face brick, painted concrete blockand textured stucco housing sealed fixed and operative aluminum framed window units, paintedmetal storefronts and painted metal clad utility doors.

We were Informed that $250,000 had already been expended to replace portions of the roof.Ponding water noted throughout. The remainder needs to be replaced.

Exterior wall degradation was observed due to water exposure. Portions of stucco wall weredelaminating.

The factory seals In the window glazing are beginning to fail, resulting in condensation build-upbetween the panes.

• Interior Components/ Finishes

Flooring is a combination of painted concrete, sheet vinyl, carpeting, terrazzo and epoxy. Wallsare painted gypsum wallboard and concrete block housing glazed units in painted metal framesand stained and painted solid core wood and metal doors in metal frames. Ceilings are paintedgypsum wallboard, stained wood deck and suspended acoustic tile.

Some cosmetic upgrades have been completed, including partial flooring replacement.

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Mechanical

SITE TOUR REPORT

Heating system for the entire school is provided by two packaged gas fired boilers located Incentral mechanical room. Boiler plant was replaced In 1990 and serves all areas. Ventilationsystem is provided by three indoor air handling units located in separate mechanical rooms. Oneunit was replaced In 1990, two remaining units are older from the 50's and 60's and requirereplacement. Conventional plumbing fixtures throughout, served by two gas fired domesticwater heaters complete with recirculation system. Control system is a combination ofpneumatic and digital controllers. Johnson Controls system installed in 2008.

The heating boilers serve the entire school and are currently in acceptable operating condition;however, they are beginning to reach the end of their expected service life,

There is no air conditioning system for the network server room.

Electrical

The facility was originally built in 1954, and the addition In 1958,1965 and 1989 and there wasmajor renovation in 1989 since then. The main service is 120/208V, 3-phase, 4-wlre and rated800A; The service Is underground fed from pad transformer. The fluorescent fixtures are T-lamp fluorescent with electronic ballasts. The T-B fluorescent fixtures are used in the gym.

The main service is original to the building.

Equlpment/Millwork

Millwork is of painted wood shelving and melamine cabinetry with plastic laminated countertops. Visual display boards consist of white and tack boards with window coverings ofhorizontal and vertical louvered blinds.

All of the laminate counter tops, shelves, and cupboards are in need of replacement.

The washroom partitions/fixtures were older and in need of replacement.

There were no range hoods provided in the foods CTS space.

The dust extraction system in the construction CTS lab was not sufficient to keep the lab clear.

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JkxsnarvTRAJTRlCTUfl!: SITE TOUR REPORT

• Functional Assessment

The school's configuration lends itself to security issues - many areas are difficult to monitor.

There is no dedicated "group" space for junior high students within the school.

Existing teaching stations are outmoded and unable to meet basic junior high curriculum needs.The CTS construction lab is used approximately 4 times a week by the school, but the space isalso shared with students from other schools.

There are multiple levels within the building, including a second floor staff room, conferenceroom and female staff washrooms. There is no barrier free access to the second floor.

Positive attributes to the school include a functional music room, central gathering space,gymnasium (which is used by the community as well) and a new playground.

Site

£eripus drainage issuers. Ice build-up impacts structural integrity of the entire building.Crawlspace provided under a portion of the school was wet.

Sidewalks need replacement as a result of settlement and deterioration. Replacement wouldInclude regrading and provision of wheelchair access.

School originally built in low spot of flood plain. Parking lot floods every spring are a directresult of improperly installed sewer lines and catch basins. The drainage issues become safetyissues in the winter when the water turns to ice.

Sewer line issues resulting in system back ups.

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/dlbcfla«r»u3,pucT^c SITE TOUR REPORT

SCOPE OPTlONS/DISCUSSION/PRELiMINARY COSTING

Note that costs are for building and site development only. This does not Include consultant'sfees, modular classroom procurement, project expenses, F&E, GTS equipment, and Haz Mat.

Modernization

Scope of work includes a major modernization of 5,371 m^ replace 5 portables with 6 newmodular classrooms, hazardous materials abatement, and an allowance for GTS equipment.

Assumed schedule (for costing purposes) is from April 2016, 5 months schematic design, 2months design development, 3 months working drawings, 2 months pre-tender, 24 monthsconstruction.

Building Construction and Site Development: $10,900,000

Replacement School

Scope of work includes core area of 4449m^ along with 8 new modular classrooms, onevestibule, $50,000 for supernet and an allowance for GTS equipment and demolition/hazardousmaterials abatement of 5371m^.

(A's^med sdiedule (for costing purposes) is from April 2016,4 months schematic design, 2months design development, 3 months working drawings, 2 months pre-tender, 18 monthsconstruction.

Building Gonstruction and Site Development: $14,050,000

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