275 CBS Bypass Road - City Of St. John`s

Transcription

Oceanex Inc.
Land Use Assessment Report
Prepared for the City of St. John’s
City File No. REZ1400020
Project
Transportation and Logistic Park
275 Conception Bay South Bypass Road
Consultant
Newlab Engineering Limited
20 Pippy Place | Suite 201
St. John’s NL A1B 3X2
Date Submitted
6 June 2015
Page 1 of 11
Consultant File No. 2011-092
6 June 2015
Oceanex Inc.
Proposed Transportation and Logistic Park
INDEX
Introduction
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
Site Access and Layout
Building Use
Building Materials
Building Height and Location
Exterior Equipment and Lighting
Landscaping and Buffering
Snow Clearing and Storage
Off-Street Parking
Traffic
Water, Sewer Services and Stormwater Detention
St. John’s Regional Fire Department
Construction Timeframe
Appendix A
Terms of Reference
Appendix B
Legal Survey
Appendix C
Preliminary Site Plan
Appendix D
Landscape Plan
Appendix E
Conceptual Building Elevations
Appendix F
Sight Lighting Layout and Details
Appendix G
Construction Timeframe Gantt Chart
Oceanex Inc.
Page 2 of 11
6 June 2015
Introduction
Newlab Engineering Limited has been commissioned by Oceanex Inc. to assist with a land use zone
change for a proposed industrial development along the Conception Bay South Bypass Road, Route 2.
The subject property is bounded by Three Arm Pond to the west, the Conception Bay South Bypass
Road, Route 2, to the north, private undeveloped property to the east and a Newfoundland & Labrador
Hydro buffer zone and wetlands to the south. The total area of the proposed development is 34.08 ha. A
copy of the legal survey is attached to this report as Appendix B.
At present,it is anticipated that the site will be jointly occupied by Oceanex Inc. and Armour
Transportation Systems, with an additional space available for expansion or occupation by a similar
enterprise.
The current land use zoning is Rural (RUR). The owner has made application to the City of St. John's to
rezone the parcel of land to Industrial General (IG).
The City of St. John’s Planning and Development Committee has set out the Terms of Reference for a
Land Use Assessment Report. The Terms of Reference were accepted by Council at the regular council
meeting on December 1st, 2014.
Newlab Engineering Limited, on behalf of Oceanex Inc., is submitting this Land Use Assessment Report
which meets the requirements of the City of St. John's, as outlined in their Terms of Reference. The
numbering scheme of this report corresponds to that set out in the Terms of Reference.
A copy of the Terms of Reference is included as Appendix A.
Oceanex Inc.
Section A
Page 3 of 11
6 June 2015
Site Access and Layout
The site will be subdivided into three parcels. One parcel (14.0 ha) will be occupied by Oceanex Inc.
and will include the following:
•
•
•
•
•
•
•
•
3000 m2 (32,291 ft2) office building
Parking for 166 vehicles
5000 m2 (53,819 ft2) warehouse, including ground space to expand to 10000 m2 (107,639 ft2 )
Approximately 2.8 ha of fenced storage and lay down space
Approximately 2.1 ha container storage yard
Trailer and chassis storage area for 50 units
Single-bay garage suitable for equipment maintenance
Shared covered gate entrance to site
The second parcel (13.6 ha) will be operated by Armour Transportation Systems and will include the
following:
•
•
•
Warehouse and cross-dock facility
Parking for 130 vehicles
Parking spaces for 215 trucks of various sizes
The third parcel (3.0 ha)will be available for expansion of the above mentioned operations or for lease
to a similar service operator.
A preliminary internal road network and lot layout and has been proposed and can be seen in the site
plan, which is attached as Appendix C.
Access to the site will be from the Conception Bay South Bypass Road, Route 2. This will require the
construction of a new overpass. The design and construction of the overpass will require the input and
approval of the City of St. John's, the Town of Paradise and the Provincial Department of Transportation
and Works. Similarly, egress from the site will require input and approvals from all three parties.
Page 4 of 11
6 June 2015
Oceanex Inc.
Section B
Building Use
The following buildings shall be constructed:
Building
Oceanex Office
Building
Oceanex
Warehouse
Facility
Oceanex
Maintenance
Garage
Oceanex
Security Building
Armour Cross
Dock Facility
Armour
Maintenance
Garage
Warehouse Space
Gross Floor Area Floor Area Ratio
/ Garage space
Site Area
Office Space
14.0 Ha
3000m
14.0Ha
0m
2
5000m
14.0Ha
0m
2
1600m
14.0 Ha
125m2
13.6 Ha
795m
13.6 Ha
0m
2
2
2
0m
2
3000m
2
0.021
2
5000m
2
0.035
2
1600m
2
0.011
0m2
125m 2
0.00089
4480m
2
5275m
2
0.038
1600m
2
1600m
2
0.011
Page 5 of 11
6 June 2015
Oceanex Inc.
Section C
Building Materials
The Buildings will be of non-combustible construction and will comprise steel structures with concrete
foundations. Exterior building finishes will be vertical metal siding and metal trim. Aesthetically pleasing
neutral colors will be chosen and will be accented by trim of complimenting colours
The conceptual building elevations are attached to this report as Appendix E.
All outside storage and lay down areas will be enclosed by galvanized chain link fencing. The height and
specific design of the fencing will be designed to meet the owners requirements, and with input from
the City of St. John's Planning Division.
Section D
Building Height and Location
The approximate location and height of all proposed buildings has been identified graphically on
drawing C-1, which is included in this report as Appendix C.
According to the St. John's Development Regulations (1994), Section 10.28.4 (ii), the maximum building
height is, "four (4) storeys, not exceeding 15 meters, for properties zoned Industrial General (IG)...".
The dimensions identified on the preliminary drawings provided are within the City of St. John's
permissible building setbacks and height restrictions.
Three Arm Pond is a controlled body of water within the watershed area for the Newfoundland Power
Topsail Generating Station . Newfoundland Power has indicated that the 1:10,000 year flood elevation
for Three Arm Pond is approximately elevation 123.04m. A line representing this elevation has been
indicated on Drawing C-1.
There is a 60m buffer zone between Three Arm Pond and the boundary of the proposed development.
As indicated on Drawing C1, the 1:10 000 year flood elevation falls between the normal water elevation
and the subject property line.
Page 6 of 11
6 June 2015
Oceanex Inc.
Section E
Exterior Equipment and Lighting
The design of site lighting for the proposed development will be an important component as it relates to
both the provision of adequate illumination to ensure the safe operation of activities on the site as well
as its impact on surrounding properties.
The proposed development is for a 24 hour per day business with active storage yards which will require
adequate lighting levels during evening and nighttime periods to ensure that employees can perform
their tasks in a safe manner, including the operation of vehicular machinery and visual tasks related to
container identification. Illumination levels will be designed in accordance with the RP-7-01 IESNA
Recommended Practice guidelines for Lighting Industrial Facilities, active storage yards, which for the
majority of the yard will be 50lux (5fc).
Site lighting installations for the active storage yards will include a number of lighting standards with
multiple lighting fixtures arranged to provide full coverage of the yards. The lighting design will
incorporate the selection of fixture light distribution optics to optimize the infrastructure while
minimizing the amount of light trespass beyond the property boundaries. The preliminary selection of
site lighting fixture is the Philips Aktra industrial cutoff floodlighting luminaire. This fixture has an
extremely good cut off for minimizing light spill and also an internal reflector which shields the arc tube
of the lamp, thereby greatly reducing glare when viewed from a distance. A copy of the specification
sheet for this fixture is provided.
Preliminary computer modeling has been performed for this site. The resulting proposed lighting
arrangement is illustrated on drawing ESK1. As indicated on this drawing, light trespass has been
managed to restrict stray illumination to an area near the property boundary alongside the highway,
where the illumination from the site lighting is restricted to within 1lux (0.1fc). This illumination level is
the post-curfew maximum spill illumination level for Zone E2 (Low Ambient Brightness) areas as per the
RP-33-99 IESNA Recommended Practice guidelines, Lighting for Exterior Environments.
In order to minimize noise generation, all exterior heating, cooling, and ventilation equipment shall be
installed on ground level or inside the buildings. There will be no roof mounted HVAC equipment.
All garage type buildings will have wall mounted air exhaust systems.
Oceanex Inc.
Section F
Page 7 of 11
6 June 2015
Landscaping and Buffering
A landscaped berm will be constructed along the entire frontage of the property. The berm will function
as a buffer between the new industrial property and the residential properties on the north side of the
CBS Bypass Road (Town of Paradise).The berm will be designed and constructed in adherence to all
applicable codes and best practices and will reduce the amount of noise pollution from the site to
acceptable levels.
Trees will be planted along the CBS Bypass frontage in accordance with the City's Landscape policy.
Landscaping will be provided in the area of the proposed office buildings and along road networks.
There will be opportunities for landscaping and beautification in the area of the septic disposal field and
the storm water management pond.
Existing vegetation will be retained where possible. In particular, exiting vegetation will be retained in
the 60m buffer between Three Arm Pond and the property boundary.
Three Arm Pond is a controlled body of water within the watershed area of the Newfoundland Power
Topsail Generating Station . Newfoundland Power has indicated that the 1:10 000 year flood elevation
for Three Arm Pond is approximately elevation 123.04m. A line representing this elevation has been
indicated on Drawing L-1, along with a 15m offset development buffer.
During all construction phases, a number of erosion and sedimentation control devices will be used, in
series, to prevent intrusion into the flood plain and development buffer. These will include silt fencing,
silt traps and sedimentation settling ponds, as required.
The Erosion and Sedimentation Control Plan will be presented to City Officials before commencement of
clearing, grubbing and construction.
Section G
Snow Clearing and Storage
The site will include an active container storage yard which must be totally clear of snow at all times.
We anticipate that snow will be gathered and transported to open spaces within the site. Snow piling
locations will include the following:
•
Along the southern property boundary
•
Along the western property boundary, near the buffer zone with Three Arm Pond.
Due to the large area of the site, it is anticipated that there will be adequate open space for snow
clearing and storage. As the site plan is developed further, detailed areas will be designated for snow
storage, and the available capacity will be calculated.
Page 8 of 11
6 June 2015
Oceanex Inc.
Section H
Off-Street Parking
Off-street parking will be provided for each development. In accordance with Section 9.0 of the St.
John's Development Regulations, it is currently estimated that the following number of parking spaces
will be required:
Oceanex Lot (14.0 Ha)
•
3000m2 Office Building
= 1 space per 30m2
= 100 spaces
•
5000m2 Warehouse Building
= 1 space per 100m2
= 50 spaces
•
1600m2 Equipment Maintenance Building
= 1 space per 100m2
= 16 spaces
•
Total # Spaces Required
= 166 spaces
•
Total # Spaces Provided for
= 166 spaces
Armour Lot (13.6 Ha)
•
795m2 Office Space
(within cross-dock facility)
= 1 space per 30m2
= 27 spaces
•
4480m2 Warehouse Space
(within cross-dock facility)
= 1 space per 100m2
= 45 spaces
•
1600m2 Equipment Maintenance Building
= 1 space per 100m2
= 16 spaces
•
Total # Spaces Required
= 88 spaces
•
Total # Spaces Provided for
= 130 spaces
An appropriate number of accessible parking spaces will be provided as is required by the Buildings
Accessibility Act and Regulations.
The exact number of parking spaces and accessible spaces required will be refined during the
development approval process with the City of St. John's.
The site design shall meet the City's ‘Net Zero Runoff’ Policy. Storm water runoff from the site will be
collected in a series of catch basins and manholes and directed to storm water retention infrastructure.
The runoff will ultimately be released into Three Arm Pond.
Oceanex Inc.
Section I
Page 9 of 11
6 June 2015
Traffic
The site, once developed, will be a Transportation and Logistics Park in operation twenty-four hours per
day. The anticipated traffic generation rates are as follows:
Oceanex Inc.:
•
100 Personal Vehicle trips per day
•
200 - 220 Freight Trips per day (trucks of various sizes)
Armour Transportation Systems:
•
100 Personal Vehicle trips per day
•
200 - 220 Freight Trips per day (trucks of various sizes)
Section J
Water, Sewer Services and Stormwater Detention
The site is not currently serviced by a municipal water supply. Water will be provided to the site by way
of drilled wells. Adequate water will be made available for fire-fighting. Contact has been made with the
St. John's Regional Fire Department. The volume required for firefighting purposes shall be calculated as
per NFPA 1142 Water Supplies for Suburban and Rural Fire Fighting Section 4.1.1.1.
The site is not currently serviced by a municipal sewage collection system. Sewage from the site will be
collected and disposed-of by way of septic tanks and disposal fields. Application has been made to and
approval has been granted by Service NL to place a private sewage disposal system on the site.
The site design shall meet the City's ‘Net Zero Runoff’ Policy. Storm water runoff from the site will be
collected in a series of catch basins and manholes and directed to storm water retention infrastructure.
The runoff will ultimately be released into Three Arm Pond.
An area of 2 hectares has been identified on the preliminary site plan for storm water management
infrastructure and sewage disposal fields.
Page 10 of 11
6 June 2015
Oceanex Inc.
Section K
St. John’s Regional Fire Department
The site is not currently serviced by a municipal water supply. Water will be provided to the site by way
of drilled wells. Adequate water will be made available for fire-fighting. Contact has been made with the
St. John's Regional Fire Department. The volume required for firefighting purposes shall be calculated as
per NFPA 1142 Water Supplies for Suburban and Rural Fire Fighting Section 4.1.1.1.
The following information, for each building, will be forwarded to the SJRFD as per NFPA 1142 Water
Supplies for Suburban and Rural Fire Fighting Section 4.1.1.1.
•
Occupancy hazard
•
Type of construction
•
Structure dimensions (length, width and height)
•
Exposures, if any and distance from building
•
Type of use intended for building
Site plans and building envelope drawings will be submitted to the fire department and the authority
having jurisdiction (AHJ) for determination of the minimum water supply required before construction
begins.
Section L
Due to the size of the development, the construction will happen in phases that will cover a span of
approximately 20-24 months. The following is an approximate timeline for construction:
•
•
•
•
•
Phase I - Clearing, grubbing, rough grading & berm construction - Fall 2015 - Winter 2016
Phase II - Construction of road network - Winter 2016 to Summer 2016
Phase III - Construction of water, wastewater and storm water management infrastructure. Spring & Summer 2016
Phase IV – Buildings construction - Fall 2016 and Winter 2017
Phase V - Completion of asphalt surfaces and finish landscaping - Summer 2017
It is anticipated that the above phases will overlap for construction. The above construction timeframe
is represented in a Gantt Chart included as Appendix G.
Adequate parking will be provided for workers during the construction phase. Potential lay down and
stockpile areas during construction, as well as worker parking areas have been graphically identified on
drawing C-1.
Oceanex Inc.
Appendix A
LUAR Terms of Reference
Oceanex Inc.
Appendix B
Legal Survey
Oceanex Inc.
Appendix C
Preliminary Site Plan
Oceanex Inc.
Appendix D
Landscape Plan
Oceanex Inc.
Appendix E
Conceptual Building Elevations
NEWLAB
ENGINEERING
LIMITED
A-1
NEWLAB
ENGINEERING
LIMITED
A-2
NEWLAB
ENGINEERING
LIMITED
A-3
NEWLAB
ENGINEERING
LIMITED
A-4
NEWLAB
ENGINEERING
LIMITED
A-5
NEWLAB
ENGINEERING
LIMITED
A-6
Oceanex Inc.
Appendix F
Electrical Lighting & Layout
Details
Oceanex LUAR
January 29, 2015
Exterior Storage Yard Lighting
The design of site lighting for the proposed development will be an important
component as it relates to both the provision of adequate illumination to ensure the safe
operation of activities on the site as well as its impact on surrounding properties.
The proposed development is for a 24 hour per day business with active storage yards
which will require adequate lighting levels during evening and nighttime periods to
ensure that employees can perform their tasks in a safe manner, including the operation
of vehicular machinery and visual tasks related to container identification. Illumination
levels will be designed in accordance with the RP-7-01 IESNA Recommended Practice
guidelines for Lighting Industrial Facilities, active storage yards, which for the majority of
the yard will be 50lux (5fc).
Site lighting installations for the active storage yards will include a number of lighting
standards with multiple lighting fixtures arranged to provide full coverage of the yards.
The lighting design will incorporate the selection of fixture light distribution optics to
optimize the infrastructure while minimizing the amount of light trespass beyond the
property boundaries. The preliminary selection of site lighting fixture is the Philips Aktra
industrial cutoff floodlighting luminaire. This fixture has an extremely good cut off for
minimizing light spill and also an internal reflector which shields the arc tube of the
lamp, thereby greatly reducing glare when viewed from a distance. A copy of the
specification sheet for this fixture is provided.
Preliminary computer modeling has been performed for this site. The resulting proposed
lighting arrangement is illustrated on drawing ESK1. As indicated on this drawing, light
trespass has been managed to restrict stray illumination to an area near the property
boundary alongside the highway, where the illumination from the site lighting is
restricted to within 1lux (0.1fc). This illumination level is the post-curfew maximum spill
illumination level for Zone E2 (Low Ambient Brightness) areas as per the RP-33-99
IESNA Recommended Practice guideline, Lighting for Exterior Environments.
END
AF1000 Series
Pole and Building Floods
Aktra Cutoff Floodlight, 400-1000W HID
Type:
Job:
Approvals:
Catalog Number:
-
-
Series/Source-Wattage
Optics
(include M prefix to designate
Marine Listed series)
(Reflector)
Overall Dimensions
-
-
Voltage
Finish
Options
(Factory Installed)
For Reference Only
Accessories
(Field Installed)
Date:
Page 1 of 6
Specifications
Housing
Side View
Permanent mold aluminum alloy with integrally cast heat dissipating fins. Marine unit housing is
specially constructed with copper content less than 0.4% for corrosion control in harsh coastal
and industrial environments. Dust-Tite housing shall be totally sealed from particulate entry.
Standard unit constructed to IP65. MAF Series, Marine Listing, constructed to IP66.
8.0”
(20.32cm)
Optics (Reflector)
14.5”
(36.83cm)
High purity anodized reflectors assure maximum efficiency. A secondary internal reflector
element reflects high angle rays back into the beam to achieve high beam utilization. Meets IES
definition of Cutoff distribution.
21.4”
4.5”(11.43cm)
Lamp Access
(54.36cm)
A gasketed and removable socket assembly provides convenient lamp access opposite the
pre-wired base socket.
2-3/8” O.D. Vertical Pipe
Tenon by others
Lens
7/32” glass, tempered to withstand thermal and physical shock, is held by an extruded
aluminum frame and sealed to the housing flange by an extruded gasket and stainless steel
screws to provide a sealed optical assembly.
Top View
Socket
Grip-type mogul base socket is pre-wired. Glass end of lamp is held in precise photometric
alignment and protected from breakage by a Stabilux socket.
17.4”
(44.2cm)
22.0”
(55.88cm)
Ballast
SilentGuard high power factor ballast designed for -40°C (-40°F) starting temperature High
Pressure Sodium, -34°C (-30°F) for Pulse Start Metal Halide. 180°C (356°F) Class H insulation
system. Crest factor does not exceed 1.8. Core and coil are encapsulated in a polyester resin
compound with the capacitor located outside the encapsulation for ease of maintenance.
Ballast components are enclosed in a drawn aluminum container. The fixture and ballast are
arranged as separate but integral components.
Mounting
Cast aluminum ballast base provides integral mastfitter, suitable for mounting to a 2-3/8” O.D.
vertical tenon. Less Ballast version requires MF-1 Mastfitter mounting option.
Less Ballast version with MF-1 mastfitter
Not available
with MAF
marine
floodlight
Finish
Standard finish shall be corrosion-resistant textured dark bronze UltraClad polyester powder
coating, 2.5 mil nominal thickness, electrostatically applied and oven cured. All components shall
be thoroughly cleaned by a 5 stage pre-treatment process including iron phosphate bath and
non-chromic acid etching stages, ensuring optimum performance characteristics. Other colors
may be specified. Optional marine grade finish available.
Listings
ETL/cETL listed to the UL 1598 standard, suitable for wet locations, UL1598A Marine Listing
available. The quality systems of this facility have been Registered by UL to the ISO 9000
Series Standards.
Warranty
fits 2-38” O.D. vertical pipe tenon
by others
Gardco luminaires feature a 5 year limited warranty. See Warranty Information on www.
sitelighting.com for complete details and exclusions. Polycarbonate lenses carry a 1 year
warranty only.
Hg
Weight 90 lbs (40.82 kgs)
EPA data shown on page 3.
© 2014 Koninklijke Philips N.V. All rights reserved.
G200-117 06/14 page 1 of 6 www.philips.com/luminaires
Some luminaires use fluorescent or high intensity discharge (HID) lamps that contain small amounts of
mercury. Such lamps are labeled ‘Contain Mercury’ and/or with the symbol ‘Hg’. Lamps that contain mercury
must be disposed of in accordance with local requirements. Information regarding lamp recycle and disposal
can be found at www.lamprecycle.org.
AF1000 Series
Type:
Job:
Page 2 of 6
optional
Series/ Source-Wattage
Marine Listing
Marine Type UL 1598A Floodlight 1
1
Optics (Reflector)
Pulse Start Metal Halide
rAFP-1000 2, 3
r M
(M prefix along with
series/source-wattage
designates marine listed
luminaire)
r
rC
r 208
High Pressure Sodium
rAFS-400 4
Finish
Options (Factory Installed)
rA
rAFS-1000 5, 6
unit shown is representative of
MAF series with optional marine listing
and standard AFS-1000 unit
Voltage
120
r
240
r
277
r
347
r
480
r
QV 7
Accessories (Ordered Separately)
r BL 8
Bi-Level dimming
r TDB
Textured Dark Bronze
r TL 8
Tri-Level dimming
r TGR
Textured Gray
r F-F1-KIT-(F) 9
Single Fuse Kit (120/277/347V)
r CSR
Hot Quartz Restrike
r TBK
Textured Black
r F-F2-KIT-(F) 9
Double Fuse Kit (208/240/480V)
r LQ
Hot/Cold Quartz Restrike
Textured White
r PCM-1-(F)
Photocell mounting bracket
r LQ1
r TWHT
Separately Wired (120V) Quartz Restrike
r TSA
Textured Satin Aluminum
r WB-1-(F)
Wall bracket for mounting to flat vertical surface
r TGN
Textured Green
r WB-5-(F)
Wiring box for WB-1
r FB-1-(F)
Flat base mount
r PX-1-(F)
Cross Arm bracket with 2-3/8” pipe stub
r AL-10-AF
Auxiliary polymer lens
r F-F1 9
Single Fuse (120/277V)
r F-F2 Double Fuse (208/240/480V)
r MF-1 10
Less ballast Mastfitter mount
r TG Teflon bonded to glass lens
r 50HZ 50 Hz ballast operation
9
r EPXY-CTD-GR Gray Epoxy coated
r EPXY-CTD-WHT White Epoxy coated
r M(F)
Marine grade paint, F = specify color
Recommended for coastal
applications.
Consult factory for color availability.
Finish is applied in a three-step
process to pass 1500 hours with scribe
salt spray test per ASTM B117, 5%
solution.
(F) = specify finish color
r PM-1
Wood pole mounting kit for single fixture with one U-arm
r PM-2
Wood pole mounting kit for two fixtures with two U-arms
r PM-3
Wood pole mounting kit for three fixtures with three U-arms
r PM-4
Wood pole mounting kit for four fixtures with four U-arms
1) Additional Marine Grade gasketing, specially
constructed with low copper content alloy (less
than 0.4%) for corrosion control in harsh coastal and
industrial environments or wherever marine type units
are required. Meets U.S. Coast Guard specifications for
marine type applications.
2) Mogul Base EP39 T25 (Clear) Lamp provided by others.
3) Position oriented socket aiming angle limited to
between 48° and 78°.
4) Mogul Base E18 Lamp (Clear) provided by others.
5) Mogul Base E25 Lamp (Clear) provided by others.
6) In 1000W HPS units, the standard SO cord from ballast
to optic head is replaced with flex conduit. The M2
option (less ballast mastfitter mount) is not available.
7) Quad voltage ballast. Allows field selection of
120/208/240/277 voltage. Certain options may require
voltage selection as well.
8) Dimming options available for HPS units in any aiming position. Consult factory for availability of dimming with pulse start metal halide units.
9) Fusing is not available on MAF series (marine listed) units. Voltage must be specified.
10) Not available for MAF (marine listed) series or standard 1000W HPS unit.
AF1000 Series
Type:
Job:
Page 3 of 6
Distribution Guide & Ballast Data
Source
Type
Catalog
Number
PSMH
AFP-1000
A
130H x 69V
AFP-1000
C
140H x 99V
HPS
Reflector
Lamp
Field Angle
Beam Angle
Type
Envelope Based on 10% Based on 50%
T25
E18
.ies
File Name
Ballast
Type
ANSI
Code
Line Current
120 / 208 / 240 / 277 / 480
Line
Watts
48H x 130V
afp100a.ies
CWA
M141
9.2 / 5.6 / 4.7 / 4.1 / 2.4
1080
100H x 49V
afp100c.ies
CWA
S51
4.1 / 2.5 / 2.1 / 1.9 / 1.1
467
CWA
S52
9.5 / 5.5 / 4.8 / 4.2 / 2.5
1100
AFS-400
A
130H x 69V
48H x 15V
afs40a.ies
AFS-400
C
130H x 86V
87H x 42V
afs40c.ies
AFS-1000
A
123H x 39V
71H x 6V
afs100a.ies
AFS-1000
C
127H x 82V
78H x 33V
afs100c.ies
E25
Distribution Patterns
AFP-1000-A
AFS-1000-A
0MH 1MH 2MH 3MH
3
2
1
.5
0MH
0MH
1MH
1MH
3
2MH
2
1
3MH
Z
0°P
LA
NE
2MH
.5
°
A
N
4MH
X
L
4MH
3MH
P
.25
90
.25
0MH 1MH 2MH 3MH
E
AFP-1000-C
AFS-1000-C
0MH 1MH 2MH 3MH
3
2
1
.5
.25
0MH
0MH
1MH
1MH
3 2 1
2MH
.5
3MH
.25
4MH
EPA
0MH 1MH 2MH 3MH
2MH
3MH
4MH
Effective Projected Area in Ft2
Standard unit
2.0
Less ballast unit
1.5
CE AIM
NT ING
ER
LIN
E
Y
AF1000 Series
Type:
Job:
Page 4 of 6
Option details (Factory Installed)
BL
Bi-Level
TL
Tri-Level switching ballast (consult factory)
Note: Dimming is suitable for HPS in any aiming
position. Consult factory when specifying dimming
with Pulse Start Metal Halide.
Bi-Level provides high/low level of
lamp output with up to 50% power
consumption.
Zero crossover network avoids strobing
and lamp dropout.
Tri-Level option provides high / mid /
low dimming.
Auxiliary / Emergency Lighting (150 watt quartz lamp, standard)
Combined quartz wattage may not exceed HID lamp wattage. 120V double contact bayonet base.
CSR CSR Auxiliary Quartz Operation
Hot Quartz Restrike using Current Sensing Relay (without time delay)
Extinguishes auxiliary quartz lamp when arc of the main HID
lamp strikes.
Normal Start:
Quartz lamp energized
until main HID lamp
strikes.
Activation: At (initial) Cold Start or Restrike (after a momentary “Brown Out”
or extended “Black Out” power interruption), through Run Down.
LQ LQ Auxiliary LiteMatic Quartz Operation
LiteMatic Hot / Cold Quartz Restrike
Provides LiteMatic quartz auxiliary operation for fixtures with
120V or multi-tap ballasts. 120V auxiliary LiteMatic quartz lamp
power supplied by ballast (AC line voltage). Quartz lamp
remains on for three minutes after main HID lamp strikes and
reaches approximately 40% light output.
Normal Start:
Quartz lamp energized at
initial cold start or at restrike
after a temporary power
interruption.
Activation: At (initial) Cold Start or Restrike (after a momentary “Brown Out”
or extended “Black Out” power interruption), through Run Down, Restrike and
Ramp Up.
LQ1 HID Lamp Reaches Full Brightness:
Auxiliary quartz lamp automatically extinguished
when main HID lamp strikes. (Takes approximately
3 minutes to reach approx. 40% brightness.)
Quartz Lamp Remains on during Ramp Up:
Besides providing illumination while the main
HID lamp reaches full brightness, the warmth
provided by the quartz lamp helps to create
a favorable restrike condition for the main HID
lamp (useful in extreme cold temperatures).
LQ1 Emergency Quartz Operation
Separately Wired (120V) Hot / Cold Quartz Restrike
Externally controlled emergency lighting from a separate
power source. Quartz lamp is extinguished once power is
restored.
To ensure integrity of the emergency lighting system, LQ1 leads should be
hardwired.
auxiliary
power source
At AC Power Interruption:
During AC line voltage
power interruption, auxiliary
quartz lamp is automatically
energized by separately
wired power source.
Activation: At “Black Out” conditions only. Normal HID operation will occur
at all other times.
LQ1 requires an interlock by others to ensure HID and quartz source are not operated together.
Ballast Fusing
F-F1
F-F2
Not available for MAF (marine listed) series.
Voltage must be specified. Single Fuse, 120 / 277V
Fuses are KTK/KLK 30 amp unless otherwise specified.
Double Fuse, 208 / 240 / 480V
Mastfitter for remote mount ballast)
MF-1
Once Power is Restored, Quartz Lamp
Automatically Extinquishes:
Used specifically for emergency lighting during
“Black Out” periods, or times of extended power
interruption. (Takes approximately 3 minutes for
HID lamp to reach full brightness.)
Not available for MAF (marine listed) series or standard 1000W HPS unit.
Less ballast mastfitter mount
Less ballast (remote ballast) option with MF-1 mastfitter for 2-3/8” O.D. vertical
pipe tenon. (Requires a vertical tenon height of 4-5/8” minimum)
7.13”
(18.09 cm)
3/8”
Set
Screw
factory installed
MF-1 mastfitter
AF1000 Series
Type:
Job:
Page 5 of 6
TG 5 MIL Teflon® bonded to standard glass lens.
50HZ 50 Hz ballast operation
EXPY-CTD-GR Gray epoxy coated
EXPY-CTD-WHT White epoxy coated
M(F) Marine grade paint
Specified for applications outside the United States where 50 Hz operation is standard.
Consult factory.
Durable coating offers protection against mildly acidic or alkaline conditions.
Consult factory.
Consult factory for color availability.
Recommended for coastal applications.
Accessory details (Field Installed - Shipped Separately)
F-F1 KIT-(F) Single fuse kit (120V/277V)
F-F2 KIT-(F) Double fuse kit (208V/240V/480V)
PCM-1-(F) Photocell receptacle mounting bracket
(F) = Specify finish
Fuses are field installed on wiring access plate.
Fusing is not available with MAF series (marine listed) units.
Bracket with standard twist-lock receptacle
for models with integral ballasts. Threads into
1/2” NPT hole in ballast base or mastfitter.
(Photocell not included.)
WB-1-(F) Vertical wall mount
Cast aluminum wall bracket for vertical
surfaces only. Designed to permit mounting
of floodlights on flat vertical surfaces.
8.50”
9/16”
Dia. Hole
(21.59cm)
(4 Places
T ypical)
Use in conjunction with WB-5 for surface
mounted wiring.
2-3/8”
Pipe
Tenon
5.63”
(14.29cm)
(5” useable
length)
square
WB-5-(F) Wiring box for WB-1
Used in conjunction with WB-1 for surface
mounted wiring. Tapped top, back and
bottom for 3/4” conduit or pipe.
Gasket provided for sealing surface wiring
box to WB-1, vertical wall mounting bracket.
3/4” NPT
(Top, Bottom and Back)
Wiring
Inspection
Plate
6.88”
(17.46cm)
square
3.25" Deep
(8.25cm)
FB-1-(F) Flat base mount
Cast aluminum mounting bracket for installing
floodlights on flat surfaces.
For use with 2-3/8” O.D. pipe tenon (by others).
8.63”
Limit height to 8.0” (20.32cm).
(21.91cm)
2.0”
(5.08cm)
7.63”
(19.37cm)
1.5”
(3.81cm)
0.5”(1.27cm) Dia.
(3 Places Typical)
AF1000 Series
Type:
PX-1-(F) Job:
Page 6 of 6
Cross-arm bracket
Notes
Cast aluminum angle bracket with 2” pipe stub.
For installing floodlights on wooden or steel cross-arms.
“L” base.
Front
View
2-3/8”
O.D.
Pipe
Tenon
Top
View
5.13”
(13.02cm)
4.50”
(11.43cm)
1.50”
(3.81cm)
1.88”
(4.76cm)
4.50”
4.75”
(11.43cm)
(12.07cm)
9/16”
Dia. Hole
(5 Pl. T yp.)
4.75”
1.38”
(3.49cm)
(12.07cm)
6.00”
(15.24cm)
AL-10-AF Auxiliary polymer lens
Auxiliary lens for Aktra series floodlights. 1/4” thick
impact-resistant polymer lens, furnished with mounting
hardware and standoffs.
Provides additional protection of the glass lens. Useful
life is limited by UV discoloration from sunlight, mercury
or metal halide lamps.
Wood pole mounting kits are suitable for mounting up to four luminaires with mastfitters to 6.0”-12.0”
O.D. wood poles. Shipped as components for field assembly.
PM-1 Wood pole mounting kit for single luminaire, with 1 U-arm
shipping weight: 6 lbs (2.7 kgs)
PM-2 Wood pole mounting kit for two luminaires, with 2 U-arms
PM-3 Wood pole mounting kit for three luminaires, with 3 U-arms
PM-4 Wood pole mounting kit for four luminaires, with 4 U-arms
PM-1
PM-2
PM-3
PM-4
12.0” (30.48cm)
2-3/8” O.D. tenon
(typical)
Philips reserves the right to make changes in specifications
and/or to discontinue any product at any time without notice
or obligation and will not be liable for any consequences
resulting from the use of this publication.
Philips Lighting
North America Corporation
200 Franklin Square Drive
Somerset, NJ 08873
Tel. 855-486-2216
Imported by: Philips Lighting,
A division of Philips Electronics Ltd.
281 Hillmount Rd,
Markham, ON, Canada L6C 2S3
Tel. 800-668-9008
Oceanex Inc.
Appendix G
Gantt Chart
ID
Task
Mode
Task Name
Duration
Start
Finish
2
Clearing, Grubbing & Berm Construction
151 days
Mon 8/31/15 Mon 3/28/16
3
Construction of Road Network
251 days
Tue 3/1/16
4
Construction of Water, Wasterwater, &
Stormwater Management Infrastructure
176 days
Mon 4/4/16 Mon 12/5/16
5
Construction of Buildings
321 days
Mon 6/6/16 Mon 8/28/17
6
Construction of Asphalt Surfaces & Finish 121 days
Landscaping
February
March April May
June July
August September
October November
December
January FebruaryMarch April May
June July
August September
October November
December
January February
March April May
June July
August September
October
E BM E BM E BM E BM E BM E BM E BM E BM E BM E BM E BM E BME BM E BM E BM E BM E BM E BM E BM E BM E BM E BM E BM E BME BM E BM E BM E BM E BM E BM E BM E BM E
1
Project: Oceanex Inc. Gantt Chart
Date: Fri 6/5/15
Tue 2/14/17
Mon 5/15/17 Mon
10/30/17
Task
Summary
External Milestone
Inactive Summary
Manual Summary Rollup
Finish-only
Split
Project Summary
Inactive Task
Manual Task
Manual Summary
Deadline
Milestone
External Tasks
Inactive Milestone
Duration-only
Start-only
Progress
Page 1

275 CBS Bypass Road - City Of St. John`s

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