Body: Council Type: Agenda Meeting: Regular Date: July 18, 2017 Collection: Council Agendas Municipality: South Frontenac
[View Document (PDF)](/docs/south-frontenac/Agendas/Council/2017/Council - 18 Jul 2017 - Agenda.pdf)
Document Text
TOWNSHIP OF SOUTH FRONTENAC COUNCIL MEETING AGENDA TIME: DATE: PLACE:
7:00 PM, Tuesday, July 18, 2017 Council Chambers.
Call to Order
a)
Resolution
Declaration of pecuniary interest and the general nature thereof
Reports Requiring Action
a)
Wayne Orr, Chief Administrative Officer, re: Perth Road Fire Hall RFP - Next Steps
Question of Clarity (from the public on outcome of agenda items)
Confirmatory By-law
a)
By-law 2017-46
Adjournment
2 - 11
12
Page 1 of 12
REPORT TO COUNCIL CLERKS DEPARTMENT
AGENDA DATE: July 11, 2017 SUBJECT Fire Hall RFP – Next Steps
RECOMMENDATION THAT Council award the contract for the construction of a new Fire Hall on Perth Road to Anglin in the amount of $1,465,569 and; THAT the unbudgeted cost of $491,363 be funded from the Facilities/Property Reserve and; THAT the costs for site works, paving, and landscaping be budgeted in 2018 at an amount estimated to be $200,000.
BACKGROUND On July 11, 2017, Council received a report that chronicled the process and decisions leading to the issuance of an RFP for a new Fire Hall. In that report staff identified that the final evaluation of the 6 bidders had not yet been completed by the Architect. Even without this evaluation, Council expressed great concern with the prices submitted. All six bids were in excess of the budget set by Council. A special meeting was called for July 18 and Staff were directed to re-evaluate the design criteria approved by Council to assess if these represented needs or wants and to further consider cost savings. One of the misconceptions that has been influencing the conversation is that the Perth Road Station is a secondary hall and as such it does not need to be built to the standard that is recommended and that the “others” will want even more. In 2013 when the last fire study was completed the data available was skewed by the way that dispatch recorded calls. Changes were implemented to track the primary station, i.e. the one that is closest to the incident. Data for 2014 through 2017 year to date is presented below. Station
Bradshaw Burridge Verona Hartington Sydenham Perth Road Latimer Sunbury Burnt Hills TOTAL
calls in # calls in # calls in # calls in 2017
2014 2015 2016 (Jan- July 9) 14 40 49 50 86 47 43 58 35 422
32 39 64 55 69 59 27 46 41 432
28 52 68 83 97 79 41 58 53 559
9 19 31 31 45 29 21 24 17 226
of
Current Volunteers 4 4 12 17 21 17 14 23 4 116
Council will see that the Perth Road Station is the third busiest Station in both 2015 and 2016 and it continues to trend that way for 2017.
Our strength is our community. Page 2 of 12
REPORT TO COUNCIL CLERKS DEPARTMENT
The Architect has now completed the evaluation of the tender submissions. Their recommendation is to accept the bid of Anglin Group Ltd. Tender Results Summary – from Ronald AWDE Architect Contractor
Price Score
Reference Total Score Points
Tender Amount
Anglin
80.00
14.30
94.30
$1,465,569
Argue
78.50
15.20
93.70
$1,492,650
Fercon
78.16
13.60
91.76
$1,500,000
Wemp & Smith
78.26
13.20
91.46
$1,498,000
Cupido
76.00
11.70
87.70
$1,543,000
Bourgon
69.00
n/a
n/a
$1,767,000
Staff were directed to re-evaluate the design criteria approved by Council to assess if these represented needs or wants and to further consider cost savings. The seven approved criteria were:
three - 1 ½ length bays drive through bays steel clad interior bay finishes and drywall for all other internal space Steel external finishes with modest masonry work on the front façade only Pitched steel roofing training room sized for 30 radiant in floor heating for bays and forced air HVAC for office space
The design criteria when created were meant to be scalable for the nature of the hall. Where more vehicles are stationed at a hall an additional bay could be added. However the concepts of a male and female washrooms with showers, office space for the Deputies /Captains to carry out their roles, adequate storage for equipment and supplies, basic training /meeting space and the ability to clean, store and care for gear are needed in all stations, all while meeting building code requirements, health and safety and accessibility standards. Attached is a sketch of the hall as well as detailed elevations, floor plans and proposed site works. Three – 1 ½ length bays The Perth Road Fire Hall is equipped with three vehicles: a Pumper, a Tanker and a Rescue Squad. Depending on the nature of the call, any one vehicle may be called for service, thus the need for each vehicle to be able to respond in the quickest manner without having to jockey vehicles around prior to leaving the hall. The size of the bays is designed to accommodate a safety zone around each vehicle of 10 feet. This minimum requirement will allow for vehicle doors to be opened between vehicles and still allow adequate space for firefighters to enter
Our strength is our community. Page 3 of 12
REPORT TO COUNCIL CLERKS DEPARTMENT
the vehicle cabin. It also allows adequate space to access and load side and rear compartments and provide sufficient travel space at the front of the vehicles. Given that the current length of a pumper is 32 feet, the minimum depth of a hall is 52 feet (32+10+10). The final design has bays which are 62 feet long. The incremental 10 feet of space serves two purposes. One it allows for future changes in the size of vehicles and also provides space for practical training and operational preparedness. This includes activities like testing the hydraulics of extrication equipment, hose, ladder and SCBA inspections and the practical training on these items. Drive through bays Drive though bays offer four benefits: reduced damage to both vehicles and structures; improved worker safety, reduced impact to motorists travelling the roadway in front of a hall and more efficient response times. The potential for savings of eliminating drive through bays both in terms of the cost of the doors and the paved apron around the building is offset in part by the increased cost of greater set back from the road and the larger paved apron out front, the cost of wall construction and both interior and exterior finishes as well as the associated architect fees. The value of averted injury or damage cannot be quantified. Steel clad interior bay finishes and drywall for all other internal space Steel clad interior bays is barebones and recognizes that with a wood frame construction the interior of the bays needs to be finished in an economical manner that will stand up to the type of activity that takes place as well as the wet conditions that exist. With the exception of wet areas around plumbing fixtures, drywall for the interior is the basic building standard. Steel external finishes with modest masonry work on the front façade only Recognizing the lifecycle of the building is meant to be in excess of 50 years, the exterior of the building needs to be durable, functional, low maintenance and yet economical. Ideally full stone or brick would have been selected however the choice of steel cladding meets the need. The introduction of modest masonry is a choice that reflects and respects the stature that the public places on the fire service and these very visible public assets. Maintaining community pride with the modest use of masonry is not considered excessive. Pitched steel roofing The durability of any structure is limited to the investment in how it will stand up to the elements. Steel roofing offers both longevity and low maintenance. Asphalt shingles are an alternative, however they will need to be likely replaced at least three times during the life of the building. Training room sized for 30 Each hall needs space for firefighters to debrief after a scene, as well as for in station training. While the vast majority of training is done with multiple stations attending to maximize efficiencies there is still a need for meeting space at each hall. It is the intention of the Fire Service to relocate theory fire training from the substandard Sydenham Hall to the new Perth Hall for stations 5 and 6.
Our strength is our community. Page 4 of 12
REPORT TO COUNCIL CLERKS DEPARTMENT
Other potential uses of this training room include: opportunities for public meetings to gather community input, training space for public works add Federal and Provincial Polling stations. In the case of Perth Road, the training room and kitchen space is designed at approximately 600 square feet. This equates to roughly 2/3 the size of Council Chambers or the entire room excluding the area occupied by the orange chairs and vestibule. When looking at the average square foot cost the entire meeting space equates to roughly $140,000. To reduce this space in half at this stage would require a total redesign of the office portion of the building including architects drawings and specifications, mechanical and electrical designs and a new tender document. This potential $70,000 savings would be offset by an estimated increase in professional services of $30,000, leaving a net savings of possibly $40,000 for a facility that doesn’t meet the needs now and into the future. Radiant in floor heating for bays and forced air for HVAC for office space In order to be as energy efficient as possible and yet still provide the source of heat that is best situated to protect the value of the vehicles radiant flooring was chosen for the vehicle bays. Standard HVAC units with air conditioning were the basic option for the office space. Site Works Public Works has given more consideration to the estimated costs for the site works and indicate the following. Paving
$150,000
Water tank
$50,000
Landscaping and curbing
$50,000
Staff have concluded that while the installation of an in ground water tank is an ideal situation that would provide for a readily available water source for firefighting, this represents a want and not a defined need. Currently the Township has an adequate number of water access points and the capability through superior water shuttle to provide services to the community. For comparison purposes Council should consider the amount of money that has been invested in improvements to public works garages and sand structures over the past several years. 2009-2010 – Keeley
$788,544
2010-2012 - Portland
$1,474,799
2012-2014 - Bedford
$1,558,204
2016-2017 – Storrington - incomplete
Budgeted $820,000
Upon the opening of the new hall Council will be left with property serviced by a well and septic within the Hamlet that could be declared surplus and sold. The Our strength is our community. Page 5 of 12
REPORT TO COUNCIL CLERKS DEPARTMENT
market value of this land and the facility in an “As Is” condition would be transferred to the reserve for Facilities/Property
FINANCIAL and STAFFING CONSIDERATIONS The initial budget for land, site servicing and architects fees was set at $225,000 and will be fully expensed once the architect’s fees are billed. The approved construction budget is $1,000,000. The additional funds to cover the award of the tender ($491,363) including the non rebatable portion of the HST, can be allocated from the Facility/Property Reserve The budget for excluded components has not yet been fully estimated.
ATTACHMENTS Four drawings Funding Sources Submitted/approved by: Wayne Orr, CAO
Our strength is our community. Page 6 of 12
Drawing List A101 Cover A201 Floor Plans & Details A202 Reflected Ceiling Plan & Roof Plan A203 Plan, Schedules & Details A301 Exterior Elevations & Details A401 Sections & Details A501 Details A601 Details L101 Landscape Plan & Details LGD Servicing & Grading Plan PRE Pre-Development Drainage Plan POST Post-Development Drainage Plan S1.0 General Notes & Specifications S1.1 General Notes, Design Data & Criteria S1.2 Typical Details S1.3 Typical Details S2.0 Foundation Plan S2.1 Ground Floor Plan S2.2 Roof Plan S3.0 Sections M1 Floor Plans - Plumbing & Drainage M2 Floor Plans - HVAC M3 Floor Plan - Radiant Heat & Snowmelting & Schedules M4 Radiant Heat and Snowmelting Piping Schematic M5 Schedules - Mechanical M6 Specifications - Mechanical M7 Specifications - Mechanical E1 Site Plan E2 Power Layout E3 Lighting Layout E4 Details E5 Details and Specifications E6 Details and Specifications
Approx. Location of Site
Ronald A. Awde, Architect 1458 King Street (Hwy.7A) Bethany, Ontario L0A 1A0 tel: (705) 277 - 9490
Perth Road Fire Hall - New Construction Perth Road Fire Hall - New Construction
References to Division B unless noted [A] for division A or [C] for Division C
1
Project Description:
2
Major Occupancy(s)
3
New
Change of Use
Addition
Alteration
Part 11
Part 3
11.1 to 11.4
1.1.2. [A] 3.1.2.1.
Building Area (sq.m)
Medium Hazard Industrial - F2 Existing New 0
550
Total
550
1.4.1.2.
4
Gross Area
Existing
550
Total
550
1.4.1.2.
5
Number of Storeys
6
Number of Streets / Fire Fighter Access 3 Streets
7
Building Classification
8
Sprinkler System Proposed
9 11
Standpipe Required Fire Alarm Provided Water Service / Supply Adequate
12 13
High Building Construction Restrictions
10
Mezzanine
15
Barrier-free
16
Occupant load based on:
3.2.1.1.
Group F Division 2 Upto 2 Storeys entire building selected compartments selected floor areas basement only In lieu of roof rating not required
3.2.2.71 3.2.2.20 - 93 3.2.1.5 3.2.2.17 INDEX 3.2.2.17
Yes
No
3.2.4
Yes
No
3.2.5.8
Yes
No
3.2.5.7
Yes No Non-combustible Required Non-combustible
3.2.6 3.2.2.72
Yes
Both
No, Explain:
m2 / person
design of building
- THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF SURVEY, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. INFORMATION SHOWN ON THIS DRAWING. REFER TO THE APPROPRIATE CONSULTANT’S DRAWINGS BEFORE PROCEEDING WITH THE WORK.
- CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
- THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLY MARKED “FOR CONSTRUCTION” MUST ASSUME FULL RESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS OR DAMAGES RESULTING FROM THIS WORK.
- NO CHANGES SHALL BE MADE TO THE WORK DESCRIBED IN THESE DRAWINGS OR SPECIFICATIONS WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
3.1.17 30 persons
Offices
20 sq.m/ 9.3 per person
3 persons
Vehicle Storage
315 sq.m/ 46.0 per person
7 persons
18
Required Fire Resistance Rating (FRR)
Yes Horizontal Assemblies
No
3.3.1.2.
Listed Design No.
3.2.2.72
Floors
N/A Hours
N/A
Roof
0 Hours
N/A
N/A Hours
N/A
Mezzanine
Supporting Members Floors Roof Mezzanine
N/A Hours N/A Hours N/A Hours
3.2.3
L.D. (m)
North
–
–
Permitted Max % of Openings
South
NA
–
–
–
–
East
NA
–
–
–
NA –(Additional wall areas continued below)
–
West
Perth Road Fire Hall New Construction
N/A N/A N/A
Area of EBF (m2) NA
L/H or H/L
PROJECT
Listed Design No.
Spatial Separation - Construction of Exterior Walls Proposed FRR % of (Hours) Openings
Listed Design or Description
Comb. Constr.
Comb. Constr. Nonc. Cladding
Non-comb. Construction
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
Plumbing Fixture Requirements
6.0 5.0 4.0 3.0 2.0 1.0 MARK
2017-05-30 Issued for Permit 2017-05-10 75% Coordination 2017-01-20 Design Review DATE ISSUE
PROJECT NO: 2016-23 DRAWN BY: C.C. CHK’D BY: R.A. SHEET TITLE
Male/Female Count @ 50%/50% except as noted otherwise
Page 7 of 12
Building Code Matrix, Part 3 or 9 Ontario Association of Architects
- DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES.
3.8
54 sq.m/ 1.85 per person
1st Floor:
- THE CONTRACTOR WILL VERIFY ALL DIMENSIONS FOR THE WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
Both
Meeting Room
Hazardous Substances
20
- DRAWINGS AND SPECIFICATIONS ARE PROVIDED AS AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF RONALD A. AWDE ARCHITECT. ALL COPYRIGHT CONDITIONS ARE RESERVED BY THE ARCHITECT WITH RESPECT TO THESE DOCUMENTS. THESE DOCUMENTS SHALL NOT BE DUPLICATED OR USED FOR OTHER THAN THE PURPOSE FOR WHICH THEY WERE ISSUED.
3.2.1.1. (3) to (8)
17
19
0
Below Grade
1
NOTES
3.2.2.10 & 3.2.5.5
Combustible Permitted Combustible
Actual Construction
14
New 0 Above Grade
Cover Occupant Load
BC Table Number
Fixtures Required
Fixtures Provided
Male
20
3.7.4.9
2
2
Female
20
3.7.4.9
2
2
DRAWING NO.
A101
6"
3’-6"
HSS 8" x41" filled with concrete and embedded into concrete pier, painted to match overhead door colour
4’-0"
Double ties at top
24"Ø Concrete pier with 4-20M vertical and 10M ties @ 12"o.c.
Notes:
- All concrete in bases shall be vibrated.
- 3" minimum concrete cover over reinforcing.
- Class of concrete to be 3000psi.
- Minimum of two (2) conduits required for each concrete foundation unless otherwise noted.
- Contractor to verify opening size in pole base plate prior to setting conduit sleeves.
- Verify bolt circle and base dimensions correspond to actual lamp standard base.
- Steel pole to drain clear. Do not block base or grout.
5
Bollard Detail (Qty. 12) scale 1/2" = 1’-0"
NOTES
- DRAWINGS AND SPECIFICATIONS ARE PROVIDED AS AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF RONALD A. AWDE ARCHITECT. ALL COPYRIGHT CONDITIONS ARE RESERVED BY THE ARCHITECT WITH RESPECT TO THESE DOCUMENTS. THESE DOCUMENTS SHALL NOT BE DUPLICATED OR USED FOR OTHER THAN THE PURPOSE FOR WHICH THEY WERE ISSUED.
Pre-finisehd Vert. Siding (typ.) Pin on letters and Municipal Graphic by allowance 12 4 Pre-finished metal roof w/ trims, accessories and ice guards 4
Pre-finished metal cornice (typ.)
Pre-finished metal Fascia & gutters w/ downspouts (typ.)
Upper Top Plate
Vert. siding (typ.)
16’-0"
2’-2"
Extruded aluminum corner cap to match window framing (typ.)
7’-2"
7’-2"
Aluminum window Pre-finished metal sill/transition flashing w/ drip edge
- THE CONTRACTOR WILL VERIFY ALL DIMENSIONS FOR THE WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
- DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES.
- THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF SURVEY, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. INFORMATION SHOWN ON THIS DRAWING. REFER TO THE APPROPRIATE CONSULTANT’S DRAWINGS BEFORE PROCEEDING WITH THE WORK.
- CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
Pre-finished metal louvre w/siding trim and flashing to match around (typ.)
8’-10"
Pre-finished metal fascia & gutter w/ downspout (typ.)
Pre-finished metal roof w/ice guards (typ.)
Pre-finished metal overhead doors (typ.)
South Frontenac Fire & Rescue Station No. 6
12
Pre-finished metal panel (typ.)
Pre-finished metal cornice (typ.)
Pre-finished metal transition flashing w/drip edge (typ.)
Pre-finished horizontal siding w/ trims and accessories (typ.)
Stone Veneer w/ trim and accessories (typ.)
- THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLY MARKED “FOR CONSTRUCTION” MUST ASSUME FULL RESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS OR DAMAGES RESULTING FROM THIS WORK.
- NO CHANGES SHALL BE MADE TO THE WORK DESCRIBED IN THESE DRAWINGS OR SPECIFICATIONS WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
Insulated metal door; refer to schedule (typ.)
T.O. Conc. Slab Line of expansion joint; refer to standard detail (typ.)
Concrete filled bollard, 2 per door (typ.)
3
South Elevation
4
scale 1/8" = 1’-0"
East Elevation scale 1/8" = 1’-0"
PROJECT
Perth Road Fire Hall New Construction
Pre-finisehd Vert. Siding (typ.) Pre-finished metal panel (typ.) 4
12
Pre-finished metal roof w/ice guards (typ.)
Pre-finished metal louvre w/siding trim and flashing to match around (typ.)
Pre-finished metal cornice (typ.) Pre-finished metal overhead doors (typ.) Pre-finished metal louvre
Pre-finished metal Fascia & gutters w/ downspouts (typ.)
Pre-finished metal roof w/ trims, accessories and ice guards
4
12
Pre-finished metal fascia & gutter w/ downspout (typ.) Pre-finished metal cornice (typ.)
Pre-finished vert. metal siding (typ.) Lower Top Plate Extruded aluminum corner cap to match window framing (typ.) Aluminum window
Pre-finished horizontal siding w/ trims and accessories (typ.) Pre-finished metal transition flashing w/drip edge (typ.)
Pre-finished metal sill/transition flashing w/ drip edge
Stone veneer w/ trim and accessories
T.O. Conc. Slab
Page 8 of 12
North Elevation scale 1/8" = 1’-0"
2017-05-30 Issued for Permit 2017-05-10 75% Coordination 2017-01-20 Design Review DATE ISSUE
PROJECT NO: 2016-23 DRAWN BY: C.C. CHK’D BY: R.A. SHEET TITLE
Extruded amluminum cap between windows to match window framing (typ.)
Concrete filled bollard, 2 per door (typ.)
1
6.0 5.0 4.0 3.0 2.0 1.0 MARK
2
Exterior Elevations & Details
West Elevation scale 1/8" = 1’-0"
DRAWING NO.
A301
FD Slop sink 434"
5’-0"
434"
2’-741"
434"
FD 5’-0"
434" 5’-641"
Slope floor 1% min. to drain
Detail Plan
3
scale 3/8" = 1’-0"
1
3’-621" 8’-541"
Air Compressor Dryer
2
Half lockers (typ.)
1’-7"
434"
S.S. work station w/plumbing shroud and S.S. shelf above; refer to standard details
Fuill height cabinet 4’-1041"
Pre-finished toilet partition; refer to specifications
3’-634"
2’-821"
5’-134"
6’-341"
434"
7’-9"
3’-0"
3.5x3.5x1/4" steel post set into concrete slab to support partial height partition Washer
941"
Decontamination shower; slope floor 1% min. to floor drain
3’-7"
5’-434"
Dashed line illustrates extent of wall tile; refer also to interior elevations and details
FD
FD
434"
434"
PLam counter w/ backsplash and cabinets above and below (typ.)
Plam countertop with apron and kick panel below; refer to standard details
434"
8’-321"
S.S. Wall shelf, provide blocking in wall at stiffener locations
5’-434"
2’-8"
3’-914"
Dashed line illustrates extent of wall tile; refer also to interior elevations and details
3’-0"
2’-834"
FD
Half Lockers (typ.)
6’-041"
Slope floor 1% min. to drain
Pre-finished toilet partition
Fridge (N.I.C.)
16ga. S.S. Work table w/shelf
1’-9"
1’-6"
6’-721"
1’-714"
3’-721"
FD
San. Ex.
5’-2" 3’-0"
FD
2
Detail Plan scale 3/8" = 1’-0"
3
4
5
6
109’-0" 57’-11" 5’-521"
14’-4"
2’-0"
04
3’-4"
03
6
05
06
Pressure Washer
7
8
07
12 Electrical Distribution
5
Datacom & Security
HRV
934"
F
5’-521"
17’-034"
434"
26’-0"
BUILDING SERVICES Furnace
114
Hose Dryer
434"
9’-314"
3’-914"
14’-4"
934"
11
934"
G
2’-0"
Pressure Washer
2’-9"
8’-10"
2’-9"
H
14’-4"
3’-0"
47’-334"
3’-4"
51’-1" 3’-941"
NOTES
Line of 1 hr Fire Separation
- THE CONTRACTOR WILL VERIFY ALL DIMENSIONS FOR THE WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
Trench Drain
Trench Drain
3 A201
Trench Drain
434" FD
San. Ex.
103
- DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES.
- THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF SURVEY, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. INFORMATION SHOWN ON THIS DRAWING. REFER TO THE APPROPRIATE CONSULTANT’S DRAWINGS BEFORE PROCEEDING WITH THE WORK.
F1
434"
7’-0"
KITCHEN
434" 2’-334"
434"
6’-241"
434"
6’-234"
5’-0" 434" 112
10’-11"
434"
FD
10’-3"
Power Reel & Air Hose Drop
62’-4"
Trench Drain
Trench Drain
EQUIPMENT STORAGE
106
01
Power Reel & Air Hose Drop
Perth Road Fire Hall New Construction Power Reel & Air Hose Drop
434" Air Compressor
P3
FD
1034"
2
934"
3’-8"
BFA WR
434"
PROJECT
26
109
8’-921"
11’-1021"
10’-341"
111
23
FEMALE LOCKER 20
101
49’-8"
434"
OFFICE-1
2’-3" 1"
115
113
Trench Drain
15’-234"
13
STORAGE
434" 3’-934"
434"
OFFICE STORAGE 107
1 2 08
3’-4"
3’-4"
9
3’-0"
6’-4"
12
2’-4"
7’-11"
A201
A
- NO CHANGES SHALL BE MADE TO THE WORK DESCRIBED IN THESE DRAWINGS OR SPECIFICATIONS WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
APPARATUS BAY
DECONT. & WORK
24
434"
14
Line of 1 hr. Fire Separation
25
CORRIDOR 110
21
934"
22
105
5’-0"
8’-10"
102
D
19
TRAINING STORAGE OFFICE-2
1"
Bunker Gear Storage
108
434"
3’-0"
45’-6"
434"
62’-4"
3’-0"
15
3
- THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLY MARKED “FOR CONSTRUCTION” MUST ASSUME FULL RESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS OR DAMAGES RESULTING FROM THIS WORK.
MALE LOCKER
17
16
434"
11’-8"
104 4
- CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
FD
15’-521"
434"
FD
56’-0"
18
C B
1’-6" 3’-5"
22’-434"
16’-541"
E
FD
TRAINING
27
Radiant Floor Heat FD
Water Treatment
- DRAWINGS AND SPECIFICATIONS ARE PROVIDED AS AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF RONALD A. AWDE ARCHITECT. ALL COPYRIGHT CONDITIONS ARE RESERVED BY THE ARCHITECT WITH RESPECT TO THESE DOCUMENTS. THESE DOCUMENTS SHALL NOT BE DUPLICATED OR USED FOR OTHER THAN THE PURPOSE FOR WHICH THEY WERE ISSUED.
11
10
09
6.0 5.0 4.0 3.0 2.0 1.0 MARK
2017-05-30 Issued for Permit 2017-05-10 75% Coordination 2017-01-20 Design Review DATE ISSUE
PROJECT NO: 2016-23 DRAWN BY: C.C. CHK’D BY: R.A. SHEET TITLE
Floor Plan & Details Page 9 of 12
3’-8"
8’-1" 11’-9"
1
Floor Plan scale 3/16" = 1’-0"
3 4"
5’-6" 5’-721"
3 4"
8’-1"
20’-7"
4’-1141"
5’-612"
33’-741"
14’-4"
2’-0"
14’-4"
2’-0"
14’-4"
5’-621"
58’-1" 109’-1"
DRAWING NO.
A201
PLANTING SCHEDULE Symbol
Botanical Name
Common Name
Size
Spacing
Condition
QTY.
COMMON TIGER DAYLILY
2 YR
0.2 m
POT
180
Planting Soil & Fertilizer as per specification
PERENNIALS CTL
HEMEROCALLIS ‘FULVA’
3" shredded bark mulch
ROD
CORNUS SERICEA
RED OSIER DOGWOOD
0.6 m
0.9 m
POT
3
CUR
RIBES AUREUM
FLOWERING CURRANT
0.6 m
1.1 m
POT
20
Varies
DECIDUOUS SHRUBS
BET
BETULA PAPYRIFERA
PAPER BIRCH - M/S
1.5 m
–
B&B
21
MA
SORBUS AMERICANA
AMERICAN MOUNTAIN-ASH
3m
–
–
1
Cut & remove top 1/3 of burlap and cut open burlap at base and around the sides of the shrub just prior to placement w/o damaging root ball
JUNIPERUS SABINA ‘CALGARY CARPET’
Compacted sub grade (typ.)
Deciduous Shrub Planting CALGARY CARPET JUNIPER
0.6 m
0.9 m
POT
Notes: Base data for this plan taken from the grading and site plan provided by the Township of South Frontenac.
CONIFEROUS SHRUBS CAL
6" Saucer
6"
DECIDUOUS TREES
1’-4"
17
CONIFEROUS TREES WTP SPR
s
i
PINUS STROBUS ‘Fastigiata’ PICEA GLAUCA
WHITE PINE
1.8 m
–
1.8 m
WHITE SPRUCE
–
B&B B&B
n
i
t
W
g
o
a
n
This Plan is to be read in conjunction with Landscape Details & with all related Engineering and Architectural Site Plan Information.
d
Make good any damages resulting from construction, areas not noted for modification S
x
9
l
d
o
E
w
6
a
f
o
General Landscaping Notes:
l
g
Provide a 6" thickness of approved bark mulch free of decomposed colloidal residue and roots over planting beds. Shredded material not to exceed 6" in length. Install and support all plantings to ensure adequate growing conditions for the duration of the warranty period.
Maintain all plant materials from the time of planting until date of Final Completion Certificate.
d E
6.00
Sod
e
e
3.00
w
Quality & Source: Nursery grown, No.1 Grade Stock, complying with Canadian Standards For Nursery Stock, most recent edition of Canadian Nursery Trades Association referring to size and development of plant material and root ball. Measure plants when branches are in natural position. Height and spread dimensions refer to main body of plant and not from branch tip to branch tip.
S
6.00
Provide a written guarantee stating that all plant materials are guaranteed against defects for a period of one (1) year from end of the first full growing season following installation. If at the end of the warranty period the leaf development and growth are not sufficient to ensure future survival, the guarantee period will be extended by one (1) full year.
S
w
Drawing Legend:
Sod a
Seed
0 R9.0
l e
Concrete Pad for Emergency Generator
R4
.50
3 WTP
3
Concrete Apron w/ heat tracing
Line of Future Expansion GAS
3" shredded bark mulch Container or root ball
Concrete Pad
GAS
Varies
Asphalt Parking Area
WTP
Planting Soil & Fertilizer as per specification
1’-4"
Concrete Pad for Propane Tank
1.50
6" Saucer
Line of Future Expansion Buried Water Line
3.50
4"
GAS
Sod
GAS
Buried Sanitary Line loosened sub grade soil (typ.)
1.50
Symbol
Sod
Apshalt Parking Area
e
Upland Meadow Seed Mix Native Priarie Meadow Mix (0SC #6672) New England Aster, Beach Eyed Susan, Common Milkweed, Spike Blazing Star, Wild Bergamot, Evening Primrose, & Little Bluestem
l
Rock Quantity
Route Access
9.00
R
Seed
M
1.50
Sod
NOTES
10 ROD
Proposed New Fire Hall Building Fin. Flr. Elev. = 99.75
Planting bed w/mulch finish (typ.)
Sod
18.92
Sod
6" Tree Saucer
Varies
6.00
Buried Water Line
- THE CONTRACTOR WORKING FROM DRAWINGS NOT SPECIFICALLY MARKED “FOR CONSTRUCTION” MUST ASSUME FULL RESPONSIBILITY AND BEAR COSTS FOR ANY CORRECTIONS OR DAMAGES RESULTING FROM THIS WORK.
3.70
- NO CHANGES SHALL BE MADE TO THE WORK DESCRIBED IN THESE DRAWINGS OR SPECIFICATIONS WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE ARCHITECT.
18.85
Parking
1.5m wide Concrete Walkway
8
Cut & remove top 1/3 of burlap cut open burlap just prior to placement in at least two locations per section without damaging root ball
6"
- CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
Concrete Pad
Scarify pit wall Planting Soil & Fertilizer as per specs.
CAL
Buried Water Storage Tank
7 CAL
Dry Hydrant Location Concrete Apron w/ heat tracing
Compact sub grade and plant on raised pit centre
Asphalt Parking Area
Deciduous Tree Planting
3 BET
WTP
Underground Power Feed
Heavy Duty Asphalt Driveway
a
Do not install any tree with a damaged or deformed leader without prior consent of the architect, remove all nursey tags
Perth Road Fire Hall New Construction
Sod
S
Underground storm line; refer to civil drawings
Sod Heavy Duty Asphalt Driveway
24.83
17.61
24.37
PROPERTY INFORMATION TAKEN FROM:
PLAN OF SURVEY
w
3 WTP
PROJECT
3
6.00
Culvert below New Driveway
Sod Rip-rap stone on filter fabric (Typical)
l
Steel ‘T’ bar with #11 gauge galvanized wire encased with rubber garden hose @ point of contact with tree c/w 2"x2" langer tightener or approved equivalent
Underground culvert; refer 6.0 5.0 to Civil drawings
e
Culvert below New Driveway
5’-0" min
Coniferous Tree shall bear same relation to fin. grade as previous of planting
C
3" shredded bark mulch C
1’-4"
6"
Varies
Scarify pit wall
Page 10 of 12
Coniferous Tree Planting
n
e
t
r
e
l
i
n
e
o
f
D
i
t
c
e
n
t
r
e
l
i
n
e
o
f
D
i
t
c
h
Planting Soil & Fertilizer as per specification
Compact sub grade and plant on raised pit centre
o
n
t
r
e
l
i
n
f
D
i
t
c
h
4.0 3.0 2.0 1.0 MARK
2017-05-30 Issued for Permit 2017-05-10 75% Coordination 2017-01-20 Design Review DATE ISSUE
PROJECT NO: 2016-23 DRAWN BY: C.C. CHK’D BY: R.A.
6" Tree Saucer
Cut & remove top 1/3 of burlap and cut open burlap in at least two locations per section at bottom and side of root ball just prior to placement without damaging root ball
- THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF SURVEY, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. INFORMATION SHOWN ON THIS DRAWING. REFER TO THE APPROPRIATE CONSULTANT’S DRAWINGS BEFORE PROCEEDING WITH THE WORK.
Existing Well location
19.76
1’-4"
1.50
3" shredded bark mulch
1.50
5.15
Wrap trunk with approved burlap from top of ball to top of second branch
4.50
Fire Truck Access Route
Seed
1.50
3.00
- THE CONTRACTOR WILL VERIFY ALL DIMENSIONS FOR THE WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
- DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES.
Do not install any tree with a damaged or deformed leader without prior consent of the architect, remove all nursey tags
Steel ‘T’ bar with #11 gauge galvanized wire encased in 1" rubber hose with turnbuckle
- DRAWINGS AND SPECIFICATIONS ARE PROVIDED AS AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF RONALD A. AWDE ARCHITECT. ALL COPYRIGHT CONDITIONS ARE RESERVED BY THE ARCHITECT WITH RESPECT TO THESE DOCUMENTS. THESE DOCUMENTS SHALL NOT BE DUPLICATED OR USED FOR OTHER THAN THE PURPOSE FOR WHICH THEY WERE ISSUED.
Buried Water Line
Bare Root Shrub/ Potted Shrub
5’-0" min
Seed a
ck Fire Tru
GAS
Planting beds to be 1’-6" deep, excavated below finished grade elevation. Filled with Friable, sand loam topsoil, free of subsoil, large roots, vegetation, debris, toxic materials, stones over 2" diameter and reasonable free of Rhizomes.
GAS
h
SHEET TITLE COUNTY ROAD 10 (Perth Road)
Landscape Plan & Details
e
P
e
r
t
h
R
o
a
d DRAWING NO.
L101
Recommended Contract Price $1,465,569 plus the non rebatable HST of $25,794 comes to a Total of $1,491.363 Staff Report recommendation will need to be adjusted
Funding Sources for Perth Road Fire Hall Year 2014 2015 2017 2018 TOTAL
Development Charges 150,000 87,000
237,000
Federal Gas Tax 250,000
250,000
Facilities Reserve 75,000 663,000 491,363 200,000 1,429,363 $ 1,916,363
Page 11 of 12
TOWNSHIP OF SOUTH FRONTENAC BY-LAW 2017-46 A BY-LAW TO CONFIRM GENERALLY PREVIOUS ACTIONS OF THE COUNCIL OF THE CORPORATION OF THE TOWNSHIP OF SOUTH FRONTENAC. THEREFORE THE CORPORATION OF THE TOWNSHIP OF SOUTH FRONTENAC, BY ITS COUNCIL, HEREBY ENACTS AS FOLLOWS: 1.
The actions of the Council of the Corporation of the Township of South Frontenac at its Special Council Meeting of July 18, 2017 be confirmed.
Execution by the Mayor and the Clerk-Administrator of all Deeds, Instruments and other Documents necessary to give effect to any such Resolution, Motion or other action and the affixing of the Corporate Seal to any such Deed, Instruments or other Documents is hereby authorized and confirmed.
This By-law shall come into force and take effect on the date of its passage.
Dated at the Township of South Frontenac this 18 day of July, 2017. Read a first and second time this 18 day of July, 2017. Read a third time and finally passed this 18 day of July, 2017. THE CORPORATION OF THE TOWNSHIP OF SOUTH FRONTENAC
Ron Vandewal, Mayor
Wayne Orr, Chief Administrative Officer
Page 12 of 12
