HomeMy WebLinkAboutADP 2022-06-15 agenda.pdf City of Maple Ridge
Advisory Design Panel
AGENDA
Wednesday, June 15, 2022 at 4:00 pm
Held Virtually Via Zoom Teleconference
Join the meeting from your computer, tablet or smartphone
https://mapleridge-ca.zoom.us/j/82341020208?pwd=V3c3VVVuRzhZVTRQQksveVhNNS9CUT09
Or join the meeting using your phone
Dial: 1-778-907-2071 Meeting ID: 823 4102 0208 Password: 644119
1.CALL TO ORDER
2.APPROVAL OF THE AGENDA
3.ADOPTION OF MINUTES – May 18, 2022
4.QUESTION PERIOD
5.NEW AND UNFINISHED BUSINESS
6.PROJECTS
6.1 Development Permit No: 2019-402-DP 4:15pm
Applicant: J. Illiscupidez, Centex Petroleum
Project Architect: Rick Balbi, Rick Balbi Architect Ltd.
Project Landscape Architect: Jones Landscape Architecture
Proposal: Commercial Service Station and
restaurant/convenience store
Location: 9450 287 Street
File Manager: Michelle Baski
7.CORRESPONDENCE
8.ADJOURNMENT
Next Meeting: July 20, 2022
Agenda Items Submission Deadline: July 6, 2022
QUESTION PERIOD
Question Period provides the public with the opportunity to ask questions or make comments on subjects
that are of concern to them. Each person will be given 2 minutes to speak.
Up to ten minutes in total is allotted for Question Period.
_.-___ . -
mapleridge.ca
City of Maple Ridge
Advisory Design Panel
MEETING MINUTES
May 18, 2022 Regular Meeting
The Minutes of the Regular Meeting of the Maple Ridge Advisory Design Panel (ADP)
held via Zoom teleconference on Wednesday, May 18, 2022 at 4:00 pm.
PANEL MEMBERS PRESENT
Meredith Mitchell, Vice Chair Landscape Architect BCSLA
Sang Kim Architect AIBC
Andrea Scott Architect AIBC
Jose Gonzalez Landscape Architect BCSLA
STAFF MEMBERS PRESENT
Wendy Cooper Staff Liaison, Planner
PANEL MEMBERS ABSENT
Jaswinder Gabri Architect AIBC
1.CALL TO ORDER
2.APPROVAL OF AGENDA
R/2022-050
It was moved and seconded
That the agenda for the May 18, 2022 Advisory Design Panel meeting be approved as circulated.
CARRIED UNANIMOUSLY
3.ADOPTION OF MINUTES
R/2022-051
It was moved and seconded
That the minutes for the April 13, 2022 Advisory Design Panel meeting be adopted.
CARRIED UNANIMOUSLY
4.QUESTION PERIOD – NIL
5.NEW AND UNFINISHED BUSINESS - NIL
6.PROJECTS
6.1 Development Permit No: 2021-061-RZ / 21783 Lougheed Highway.
The Chair welcomed the project team to the meeting and introduced the members of the ADP. The
Staff Liaison provided a brief overview of a 6-storey 121-unit apartment building with some ground
floor commercial in the C-7 Zone. A previous submission was made before the ADP meeting held on
March 23, 2022. The ADP requested that changes be considered by the applicant. The ADP requested
3.
Advisory Design Panel Minutes
May 18, 2022
Page 2 of 3
that the proposal be re-submitted and presented at a future meeting. The project team presented
how the concerns of the March 23, 2022 ADP meeting have been addressed and answered questions
from the Panel.
R/2022-052
It was moved and seconded
That the Advisory Design Panel has reviewed application 2021-061-DP and recommends that the
application be supported and the following concerns be addressed as the design develops and
submitted to planning staff for follow-up.
Architectural Comments:
• Ensure the refuse access door can accommodate larger bin sizes.
• Ensure adequate headroom at parking ramp for refuse pickup vehicle.
• Consider adding access at the north end of the corridor at ground level for residential
outdoor amenity area.
Landscape Comments:
• The amenity areas proposed need to fulfill the Development Permit guidelines as well as,
Zoning Bylaw 2019-7600.
• The mounded grass area indicated as amenity space for residents with the singular trees
should be enhanced for privacy and programmability to ensure that it can be functionally
used by the residents of the building.
• The amenity area proposed at the north east corner has opportunities to include additional
programming, for example child play.
• Recommend relocating the commercial door next to the lobby door on slab amenity space to
provide greater separation between public and private space.
• Recommend rotating planting beds separating commercial amenity and private amenity to
ensure more complete separation of space.
• Ensure proposed sod areas on slab are flush with hard paved walking surfaces.
• Recommend that the chain link fencing enclosing the community garden space be
reconsidered with softer material.
• Consider removing the sod from the community garden area and expanding the community
garden plots.
• Consider relocating the garden shed within the community garden fenced area.
• Confirm construction of retaining wall and garden shed on the community garden area is
allowed within setback.
• Provide cross sections for amenity area from neighbouring property to building to identify
height of proposed retaining wall and materiality.
Advisory Design Panel Minutes
May 18, 2022
Page 3 of 3
• Provide cross sections and details and how grade change will be achieved at tree protection
area and all interfaces with adjacent properties.
• Provide details on how the grade changes will transition with the statutory right-of-way and
the single family residential homes located to the north. Ensure landscape grading plan
resolves interface with the existing trees. Ensure, if permitted, that the exposed portion of
the retaining wall is aesthetically pleasing to the residential use to the north, consider
setback and screening.
• Ensure the storm water on sloped sod landscape at north property line is captured onsite.
• The proposed retaining wall may require a fence, due to a fall height issue.
• The proposed sod along the northern property line may present maintenance issues.
• Ensure stormwater report and plans are provided to Planning Staff with resolution of storm
water drainage on north and west property line.
CARRIED UNANIMOUSLY
7. CORRESPONDENCE - NIL
8. ADJOURNMENT
There being no further business, the meeting adjourned at 6:00 p.m.
The next regular meeting of the Advisory Design Panel will be held on Wednesday, June 15, 2022.
Meredith Mitchell, Chair
/WC
Potenti al Location of ---~
5' Ht. Chain Link Fence -TBD
17 18
Concrete Wa ll To Extend
Parkade Surface Fo r
Garden Area
2 Fruit Trees (Va riety TBD )
\
6.1
TO:
FILE NO:
SUBJECT:
PURPOSE:
City of Maple Ridge
Advisory Design Panel
2019-402-DP
9450 287 Street
MEETING DATE: June 2022
An Advisory Design Panel (ADP) submission has been received for the subject property located at 9450
287 Street (see Appendix A), to permit the construction of a service station with three commercial retail
units. The subject property is approximately 1.3 ha (3.2 acres) in area, and is currently zoned CS-2
(Service Station Commercial) and M-2 (General Industrial); however, the proposed development is only
on the CS-2 (Service Station Commercial) zoned portion of the lot, which is approximately 0.99 ha (2.4
acres) in area and is a former service station. The proposed development consists of approximately 578
m2 (6,222 ft2 ) of commercial floor space. The allowable lot coverage is 40%, and the proposed lot
coverage is less than 10% for the CS-2 (Service Station Commercial) zone portion of the lot.
The applicant is requesting the ADP to review the development application for form and character (see
Appendix B). A Design Rational (see Appendix C) has been provided by the Project Architect. The ADP
submission checklist (see Appendix D) is also attached for reference. The Development Data Sheet (see
Appendix E) provides a quick summary of the project details.
This Development Permit application is subject to Section 8.5 of the Official Community Plan for
Commercial Developments.
BACKGROUND:
Applicant:
Legal Description:
OCP:
Existing:
Proposed:
Within Urban Area Boundary:
OCP Major Corridor:
Zoning:
Existing:
Proposed:
Surrounding Uses:
North:
South:
J. lliscupidez
Lot 29 Except: Part on Statutory Right of Way Plan LMP3310,
District Lot 438, Group 1, New Westminster District Plan 47148
Commercial and Industrial
Commercial and Industrial
No
Yes
CS-2 (Service Station Commercial) and M-2 (General Industrial)
CS-2 (Service Station Commercial) and M-2 (General Industrial)
Use:
Zone:
Designation:
Use:
Zone:
Industrial
M-2 (General Industrial)
Industrial
Industrial
RS-3 (Single Detached Rural Residential) and
M-2 (General Industrial)
Page 1 of 4
Designation:
East: Use:
Zone:
Designation:
West: Use:
Zone:
Designation:
Industrial and Rural Residential
Industrial
M-2 {General Industrial)
Industrial
Single-Family Residential and Vacant
RS-3 (Single Detached Rural Residential) and
CS-3 (Recreation Commercial)
Rural Residential and Commercial
Existing Use of Property: Industrial and Decommissioned Service Station
Proposed Use of Property: Industrial and Service Station, Restaurant and Convenience Store
1.32 ha. (3.3 acres) Site Area:
Access: 287 Street
Servicing requirement: Rural Standard
DEVELOPMENT PERMIT AREA:
This development is subject to Section 8.5 of the Official Community Plan for Commercial Development
Permit Area Guidelines (see Appendix F). •
The following is a summary of the applicable Key Guidelines Concepts and a brief assessment of the
proposal's compliance with the guidelines, as provided by the Project Architect:
1. Avoid conflicts with adjacent uses through sound attenuation, appropriate lighting,
landscaping, traffic calming and the transition of building massing to fit with adjacent
development.
"Landscape is designed along the periphery of the parking areas and along property lines
abutting roads. Site fighting is designed in such a way that it will reduce light pollution."
2. Encourage a pedestrian scale through providing outdoor amenities, minimizing the visual
impact of parking areas, creating landmarks and visual interest along street fronts.
"The layout of landscaping provides visual cues and supports pedestrian and vehicular
circulation."
3. Promote sustainable development with multimodal transportation circulation, and low impact
building design.
"The project has mostly retained existing building shell, like roof, floors and walls. Reuse of
building materials will make the building low impact."
4. Respect the need for private areas in mixed use development and adjacent residential areas.
"Not applicable, as the surrounding development is mainly industrial."
5. The form and treatment of new buildings should reflect the desired character and pattern of
development in the area by incorporating appropriate architectural styles, features, materials,
proportions and building articulation.
Page 2 of 4
"The project is a one-storey, simple rectangular shaped commercial building. The exterior
building finishes have siding like corrugated metal, hardie planks, and brick veneer, which
reflect characteristics of surrounding buildings."
Additional details on the development are provided in the Building Design, Massing and Siting
section of the guidelines checklist.
PLANNING COMMENTS:
1. Proposal:
This Commercial Development Permit is for the development of a service station, with three
commercial retail units. An existing building will be renovated for the new development. The
property will be accessed from 287 Street. Details of the building materials, colours, and
landscaping are attached (see Appendix G).
2. Context:
The subject property is a former service station, surrounded by industrial land to the north, east,
and south, and residential land to the west.
3. OCP and Zoning Compliance:
The subject property is designated Commercial and Industrial in the Official Community Plan and
is zoned CS-2 (Service Station Commercial) and M-2 (General Industrial). The proposed
development is on the CS-2 (Service Station Commercial) zoned portion of the lot only.
The proposed development consists of 578 m2 (6,222 ft2) of commercial floor space. The
allowable lot coverage is 40%, and the proposed lot coverage is less than 10%.
4. Parking and bicycle storage:
The required parking for the commercial use, based on 1/20m2 gross floor area for the two retail
units is 22 spaces, plus 1 per 3 seats for the restaurant use, which is 7 spaces, for a total required
parking amount of 29 parking spaces. Forty-six parking stalls are provided, two of which are
accessible parking stalls. Bicycle parking is not required, but 6 bike stalls are provided. A five-car
stack up is required for drive-thru uses in the CS-2 zone and the proposed development allows
for 18 cars to be stacked onsite.
5. Environmental. Sustainability & Stormwater Management:
The stormwater management plan consists of two onsite retention ponds on the east side of the
development, which will eventually drain to existing catchbasins/dry well located at the east end
of the road ditch along the north side of Lougheed Highway.
6. Garbage/Recycling:
Garbage receptacles are provided along the north end of the property, the details of the enclosure
screening are provided in Appendix G.
Page3 of 4
7. Engin ee rin g Se rvi cin g Upgrades:
Serving upgrades along 2 87 Street, if required, will be id e ntified at th e Building Permit stage.
Servicing upgrades along Lougheed Highway are under the jurisdiction of the Ministry of
Transportation and Infrastructure, and they are s upportive of the proposed dev e lopment.
CONCLU SION :
The proposed development complies with the Commercial Development Permit Area Guidelines.
The Planning Department requests that the Advisory Design Panel provide comments on the development
proposal. •
Prepared by: Michelle Baski, AScT, MA
Planner
The following appendices are attached hereto:
Appendi x A -Ortho Map
Appendi x B -ADP Submission Request Form
Appendix C -Design Rationale
Appendix D -ADP Submission Checklist
Appendi x E -Development Data Sheet
Appendix F -Development Permit Area Guidelines Checklist
Appendix G -Architectural and Landscaping Plans
Page 4 of 4
DATE: Nov 20, 2019FILE: 2019-402-RZ
9450 287 STREETPID: 000-444-031
City of PittMeadows
District ofLangley
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PLANNING DEPARTMENT
SUBJECT PROPERTY
Aerial Imagery from the Spring of 2018´
Scale: 1:2,500 BY: PC
Appendix A
map eridge.ca
The City
schedule
making y
ADP subm
ADP thro
Applicati
Name of
File num
Address
Current Z
Seeking t
Architect
Submissi
Architect
Landscap
Other Pro
Note.: Th
developm
taken fro
bulletin,
Major
per th
build
Group A (Pa
Group B (Pa
Group C Res
Group D & E
Group F (F1
Adv
of Maple Rid
es for submis
your submiss
mission pack
ough your Fil
ion Informa
Applicant
ber
of site
Zone
to appear be
t Informatio
on will be p
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pe Architect
ofessional (S
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ments to the
om AIBC Bull
click here.
Occupancy
he current
ing codes
art 3)
art 3)
sidential
E
: Part 3)
isory Des
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ssion deadlin
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kage for you
le Manager w
tion:
_________
_________
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efore the AD
on:
resented to
_________
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State Name
s are require
e ADP that a
letin 31 Build
Public Assem
Hospital, San
Home for the
Aged
Institutional
Hotel or sim
Commercial
Industrial
sign Pane
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t your File M
ur project. Fo
well in adva
__________
__________
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DP on this da
ADP by:
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& Role) ____
ed to prepar
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mbly
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el Submis
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Manager to e
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___________
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ate ________
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re plans and
ajor Occupan
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Type
services
− any o
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− any b
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eeding 9 m or gro
building of more
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Appendix B
I ~--~ . ' ..
mapleridge.ca
CITY OF MAPLE RIDGE
ADVISORY DESIGN PANEL
2019 APPLICANT SCHEDULE
Meeting Date Applicant
Deadline
January 16, 2019 December 17, 2018
February 20, 2019 January 28, 2019
March 20, 2019 February 25, 2019
April 17, 2019 March 25, 2019
May 15, 2019 April 18, 2019
June 19, 2019 May 27, 2019
July 17, 2019 June 24, 2019
NO AUGUST MEETING
September 18, 2019 August 26, 2019
October 16, 2019 September 23, 2019
November 20, 2019 October 28, 2019
NO DECEMBER MEETING
Appendix C
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RICK BALBI
AXIOM ARC\-\1iE
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DATE: 2022-os-27
PROJECT DESCRIPTION
The Ruskin Centrex proposed commercial development is located at the intersection of Lougheed
Highway and 287 street, Maple Ridge, BC. The strategic location of this development will benefit the
surrounding industrial area and people travelling on the highway.
The proposed building consists of a restaurant, convenience store, and retail unit. The gas filling station is
in the south part of the site. The restaurant will have outdoor patios, drive-thru lanes, and ample parking
space to accommodate the flow of customers.
The project is an alteration to the existing one-story commercial building. The shell of the building will
remain the same while existing windows and doors will be replaced. The building facade will be renovated
with bright silver metal siding, brick veneer, and light blue Hardie siding.
SITE CONTEXT
The site is bounded by the Lougheed highway to the South, and 287 Street to the West. The proposed
development site currently has two site accesses: on the northwest and southwest sides. Each access is
located on 287 Street. The proposed development will have only one access on the Northwest side. Other
access will be eliminated to meet the requirements of MOTi. The site is largely flat with no existing trees.
DESIGN RATIONALE
The project is a one-story, simple, rectangular-shaped building that faces the Lougheed Highway. The
exterior building finishes reflect the characteristics of the neighboring building and will be commercial in
character. Since the building is located at an intersection, it will feature significant corner and pop-out
architectural wall features . The glazed area is designed mainly at front elevations facing the highway, and
entrances are easily identifiable and clearly visible from the street.
The project is utilizing an existing roof which is visually covered by new parapets . Continuous weather
protection like canopies, overhangs, and awnings are provided at the entrance of restaurants and
convenience stores .
The service areas and drive-thru are located at the back of the building. Refuse areas are also on the rear
side of the building and will be properly enclosed with metal fencing .
Signage is designed to complement the scale and architectural details and are located at ground level
only. All signage will conform to the Maple Ridge Sign Bylaw. Separate signage will be provided to each
tenant.
Site lighting is designed to remove glare and direct visibility of a light source from the public quickly. The
project will feature well -lit public areas and clear sightlines between private and public spaces. A
pedestrian crossing will be provided from the main building to 287 Street. Both vehicle and bicycle parking
spaces are provided as per Maple Ridge bylaws. The site entrance has sufficient space for two car lengths
between the street edge and the exit gate.
The building finishes feature siding like corrugated metal, Hardie planks, brick veneer, and glazing. Colors
are used to differentiate one unit from another, but a common color palette has been selected based on
surrounding buildings.
Signature & Date
11995 Haney Pl.
Maple Ridge British Columbia
V2X 6A9
May 27, 2022
Attention: Michelle Baski
Re: Landscape Design Rationale
Ruskin Centex – 287 St. and Lougheed Hwy., Maple Ridge, BC
We are happy to present the following landscape design rationale for the Ruskin Centex development in Maple Ridge,
British Columbia. The following rationale has been prepared for review by the Maple Ridge Advisory Design Panel:
Plant Material Layout
Deciduous and coniferous trees in the permitter landscape yards enhances site boundaries and provides a visual buffer
to adjacent land uses. Internal site landscaping in parking lot islands and drive thru isles softens the buildings
architecture, reduces building scale, and provides visual cues for pedestrian and vehicular circulate.
Plant Material Selection
A broad planting palette, including deciduous, coniferous and flowering ornamental trees have been selected for year-
round and seasonal colour. All trees and shrubs have been chosen for regional suitability within the 8B hardiness zone.
Ground Cover
Decorative rock mulches, wood mulch and sod complete the ground cover in landscape areas. A combination of wood
mulch over topsoil is used in tree and shrub planting beds for its moisture retentive and nutrient recycling qualities. All
ground covers have been selected to support tree and shrub vitality
We hope that the above rationale communicates the design intent for this landscape development. Should you have any
questions, please do not hesitate to contact us.
Sincerely,
Ryan Jones, AALA
Jones Landscape Architecture
47 Greenwich Crescent
St. Albert, Alberta
T8N 0Z5
@jonesla.ca p. 587.983.3498 e. ryan
Appendix D
l <2lM■ ADP Submission Checklist
maple ridge.ca
Application No. m/?-i/02..-bf Fil e--Manager ,711~ iJe:...-;h.'--
This checkl ist is being provided to you by your File Manager, to assist in preparing the materials for
submission to the Advisory Design Panel (ADP). Please refer to the ADP Submission Form and the ADP
Requirements Brochure for submission requirements in terms of explanatory letters, plans, supporting
informat_ iQll'la'fl <f P.~-•~etfi ~tions on size-and numbers of copies to be submitted. Address your questions
,~i,•'· ... /~
to th~.,.e../'l ~~ag • ciil~ ~nning liaison to the ADP .
.. ~~°'¥ ~~l> 3a~Ql°t01.1otca,&i C ,. ~
Submission Materials
A. ADP Submission Form (Submitted and signed by Architect)
B. Covering letter including explanations about:
1. Project description/analysis {Detailed information Required)
2. Architectural and Landscaping Design rationale
(Detailed information Required)
3. Statement in brief about the following:
a. DP Key Concepts Compliance
b. DP Guideline Compliance
c. Stormwater management strategy with emphasis on Tier A
requirements integrated into landscaping plans
e. Sustainability practices :;;_l:':}if j~½r SI,'.i:
C. Site and Neighbourhood Context
1. Context Review-Context Plan with existing/proposed
buildings and trees, vegetation, roads, existing/ proposed
grading, and other major features with in the site, on the
abutting properties, the public realm and along the road
allowances/ lanes.
2. Photographs of site and surrounding sites.
D. Development Permit Area Checklist
(Note: The Architect is responsible to describe how the project complies with
each guidelines, or if not applicable, a description of why not applicable . Please
use fillable forms on line.)
N ".•\ ~-~-• ••~ • •• •,
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Date
Provided
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City of Maple Ridge ADP Submission Checklist
E. Architectural Plans (Site and Building(s)):
1. Site Plan and layout
2. Site sections
3. Streetscape elevation
4. Streetscape elevations with landscaping and boulevard trees
superimposed
5. Shadow analysis
6. Lighting analysis (on building and on site)
7. Floor Plans for all levels, including underground and roof tops
8. Waste collection /recycling (inside of buildings)
9. Storage, including bicycle storage (inside and outside)
10. Building elevation (all sides)
11. Signage (attached to bu ilding and free standing)
12 . Colours and materials
13. Material board
14. Building sections
15. 3D renderings of site, building(s} and associated landscaping
F. Landscaping Plans:
1. Landscaping plan and layout with specifications and planting
details
2. Storm water management works focused on Tier A
requirements integrated into landscaping plan with details
3. Landscaping details, including public art, signage, lighting, play
and other amenity areas, fences, retaining walls,
4. Waste collection /Re_cycling (exterior areas/structures)
5. Details for pedestrian amenity and furniture features provided
6. Details for hard surfacing areas/ patterns
7. Tree retention and management plan
8. Site sections for lot grading, drainage, landscaping, retaining
walls and relationship to adjacent grades/ City roads/ lanes
9. Pedestrian, bicycle, equestrian path interconnections
G. Green Building/Sustainability initiatives
H. Engineering-related Information:
1. Site grading plans
I. Other
Rev . March 2018
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Appendix E
I~. DEVELOPMENT DATA SHEET
mapleridge.ca Existing /Proposed Zone cs-2 Date Prepared 2022--05-27
Required Development Data Minimum Required or
Maximum Allowed
LOT AREA* (in square metres)
Gross Total 2,100.00
Less Road Widening/ Truncations -
Less Park
Net Total 2 ,100.00
LOT COVERAGE (in % of net lot area)
Total Site Coverage 40% MAXIMUM
SETBACKS (in metres)
Front 9.00
Rear 6.00
Side #1 (N,S,E, or W) 6.00
Side #2 (N,S,E, or W) 7.50
Side #3 (N, S, E or W)
SETBACKS -Underground Structures (in metres)
Front -
Rear
Side #1 (N,S,E, or W) -
Side #2 (N,S,E, or W) -
Side #3 (N, S, E or W)
BUILDING HEIGHT (in metres/storeys)
Principal 7.5
Accessory -
NUMBER OF RESIDENTIAL UNITS
Bachelor -
One Bedroom
Two Bedroom -
Three Bedroom+
Total
GROSS FLOOR AREA (in square metres)
Residential -
Retail Commercial
Office Commercial -
Other Commercial (Type ) -
Institutional
Industrial
TOTAL GROSS FLOOR AREA 779.00
• If the development site consists of more than one lot, lot dimensions pertain to the entire site.
Proposed (Complies or
state variance needed)
13,219.00
13,219.00
4.369% (577 .60 SQ.M.)
21.28
44.20
33.27
25 .15
4 .92
577.60
577.60
Required Development Data Minimum Required or
Maximum Allowed
Proposed (Complies or
variance needed?)
DENSITY
# of units/ha (gross) --
# of units/ha (net) -
Gross Floor Area --
Floor Space Ratio (net)
AMENITY SPACE (area in square metres)
Common Activity Area -
Useable Open Space
PARKING (number of spaces)
Residential and Multi-Residential Uses
Multi-Residential Town Centre (Bach Units)
Multi-Residential Town Centre (1 Bdr Units)
Multi-Residential Town Centre (Added Bdr)
Commercial Uses 22 46
Educational & Assembly Uses
Institutional Use
Industrial Use
Business Park Uses
Comprehensive
Other
Number of spaces for visitors
TOTAL NUMBER OF PARKING SPACES
Number of total for disabled 2
Number of total (and%) small cars I %
Number of total (and%) tandem spaces I %
TOTAL OFF STREET LOADING SPACE(S) 1 1
BICYCLE PARKING (number of spaces)
Short Term Bicycle Parking 3 3
Long Term Bicycle Parking 1 3
OTHER -state YES or NO for each. If YES describe on separate sheet.
Heritage Site jNO I Tree Survey/Assessment Provided INO
Watercourse/Steep Slopes I No I Covenants, Stat ROW & Easements jNO
I hereby certify that all the above information is true and correct. I acknowledge that any error or
omissions are the sole responsibility of the undersigned and not the Development and
Environmental Services Department.
Prepared by: RICK BALBI
Print Name (Please print form and sign above)
NOTE: To be prepared by an Architect for ADP Submission or by an owner/agent (applicant) for Development
Application .
Appendix F
1.
2.
3.
4.
5 .
I ~ .••
mapleridge.ca
Commercial Development Permit Area Guidelines Checklist
Pursuant with Section 8.5 of the Official Community Plan, commercial developments will be
assessed against the form and character guidelines established by Council and summarised
below.
This checklist is to be prepared by the architect of record for the project to demonstrate the
proposed design was developed in accordance with the form and character guidelines. Please
assess and describe the compliance of the proposed design of the project with respect to the
Key Guideline Concepts and with the Form and Character Guidelines.
Description of the Key Guideline Concepts should be suitable for File Managers to quote in
Development Permit Application Reports to Council. For the Form and Character Guidelines,
clearly describe how the proposed design complies with each of the listed guidelines, or
describes why a guideline is not complied with or why it is inapplicable.
This checklist is to accompany Development Permit Applications and submissions to the ADP.
8.5.1 Key Guideline Concepts Describe how this project and the design complies
Avoid conflicts with adjacent uses Landscape is designed along periphery of parking areas and along
through sound attenuation, appropriate property lines abutting to roads .
lighting, landscaping, traffic calming and Site Lighting is designed in such a way that it will reduce light pollution .
the transition of building massing to fit
with adjacent development.
Encourage a pedestrian scale through Layout of landscaping provides visual cues and
providing outdoor amenities, minimizing supports pedestrian and vehicular circulation.
the visual impact of parking areas,
creating landmarks and visual interest
along street fronts .
Promote sustainable development with Project has mostly retained existing building shell like roof, floors
multimodal transportation circulation, and walls . Reuse of building materials will make the building low
and low impact building design. impact.
Respect the need for private areas in Not applicable. Surrounding development is majorly
mixed use development and adjacent industrial development.
residential areas.
The form and treatment of new buildings Project is one storey, simple rectangular shaped
should reflect the desired character and commercial building. Exterior building finishes has
pattern of development in the area by sidings like corrugated metal , hardie planks, brick
incorporating appropriate architectural veneer which reflects characteristics of surrounding
styles, features, materials, proportions buildings.
and building articulation.
1
Guideline 8.5.2 A
Building Design, Massing and Siting
1. The form and treatment of new
buildings should reflect the desired
character and pattern of development in
the area by incorporating appropriate
architectural styles, roof forms, facade
modulation, architectural features,
fenestration patterns, building elements
and proportions and building
articulation.
2. Exterior finishes should be wood, brick,
natural stone or other materials of warm
appearance. Substantial areas of
concrete should be avoided. Expanses of
solid wall or glass are unacceptable.
3. New buildings adjacent to existing small
scale buildings such as houses should be
designed to provide visual interest whilst
protecting the privacy and livability of
both properties.
4. Significant corners should be given
added emphasis with vertical
architectural features and roofscape
features. At intersections, the definition
of corners should be reinforced by
buildings that front on both streets.
5. Development should be sited to have
the building frontage on the main street
alignment.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Project is one storey commercial building. Exterior
building finishes has sidings like corrugated metal ,
hardie planks, brick veneer and glazing. Colours are
used to differentiate one unit from another, through the
number of colours but limited to three colors and
common colour palette has been selected based on
surrounding buildings finishes.
Additional colours are used only as an accents or trim.
Building materials will be commercial in character.Exter~or
building finishes has sidings like corrugated metal, hard1e
planks, brick veneer. Glazing is use_d majorly on front .
elevations and partly on side elevations as a commercial
requirement.
Not applicable. Surrounding development is majorly
industrial development.
Corner and pop out architectural wall feature is
designed, as building is located at intersection of roads.
Glazed area is designed mainly at front elevations
facing main street. Project is using existing roof and it is
visually covered by new parapets.
Building is existing building and front elevation is facing
main street.
6. Projects located on slopes should be Not applicable, as site is not located on slopes.
developed in a manner which creates a
step in perceived height, bulk and scale
between developments.
7. Design and construction of buildings Not applicable. Surrounding development is majorly
should account for maximum sou nd industrial development.
attenuation between commercial and
adjacent residential uses. To ensure that
noise generated on the site is addressed
in the most appropriate manner, Council
may request that a noise attenuation
study be prepared.
2
Guideline 8.5.2 A (Continued)
8. Continuous weather protection, such as
canopies, structural awnings, or building
overhangs, is strongly promoted where
at-grade retail uses are included in a
development and over common entries
to commercial and/or mixed-use
developments that front a public
sidewalk or open space.
9. Developments adjacent to treed slopes,
ravines and watercourses must respect
natural vegetation, use natural
landscaping to retain soils on the site
and may require additional setbacks as
established by agencies having
jurisdiction. Creeks and ravines are
encouraged to be retained in their
natural state.
10. Developments are encouraged to
redirect water from rooftop runoff and
downspouts into vegetated areas or rain
barrels for later irrigation use.
Canopies and overhangs are provided at the entrance
of restaurants and convenience store.
Not applicable, as site is not located at mentioned
locations.
Storm water management infrastructure is designed to
manage roof top runoff water. Please refer storm water
management plan.
11. Buildings should be designed and located Not applicable, as site is not located at mentioned
on a site to: locations.
a) preserve and incorporate natural
features or views;
b) ensure proper orientation and
relationship to adjoining residential
uses;
c) minimize impacts on natural features
and agricultural lands;
d) accommodate natural grades to ensure
minimal grading is required.
Guideline 8.5.2 B
Refuse,. Recycling and Servicing Areas
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
1. The design of a roof, placement of Roof top units will be screened.
mechanical units and satellite dishes,
etc. should take into account views of
the roof from adjacent buildings.
3
Guideline 8.5.2 B (Continued)
2. Service areas should have differentiated Service areas are located at the rear the building .
access to minimize visual impact as well
as conflicts with pedestrians .
3. Refuse receptacles must be located Refuse areas are located at the rear side of the building
indoors or within service areas out of and proper fencing will be done. Containers will be
view from pedestrian access. Garbage weather proof.
and waste material should be stored in
containers that are weatherproof and
animal-resistant.
4. Mechanical equipment, drive-through
uses, service or car wash bays,
restrooms, vending machines,
unenclosed storage, and public
telephones should be oriented on the
site to face away from adjacent
residential development. Whenever
possible, these uses should not be visible
from an adjacent residential property.
Guideline 8.5.2 C
Street Front
1. Particular attention should be made to
the image presented to the streetfront.
2. New development should emphasize the
street frontages by incorporating
differentiated front, side and rear
oriented facades. Facades should
incorporate vertical and horizontal relief
in a well-proportioned rhythm
appropriate to the intended scale of
development.
3. Buildings with over 15 metres of street
frontage should break the horizontal
mass of the building with vertical
elements in a rhythmic pattern.
Not applicable. No residential properties around the
site. Drive through is located at the rear side of the
building.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Not applicable. Site is not located at street fronts.
Not applicable
Not applicable
4. Streetfront landscaping will incorporate Not applicable
street trees for definition of site
boundaries and enhancement of public
space.
4
Guideline 8.5.2 C (Continued)
5. Vehicle access on a street frontage Not applicable
should be located to the side of the
building away form the pedestrian
entrance and should be designed to
minimize the impact on streetscape
appearance and disruption to pedestrian
movement.
Guideline 8.5.2 D
Signage and Lighting
1. Signage should be integrated with the
design of a building, preferably at
ground level only, and its size and design
should complement the scale and
architectural detail of the building.
2. High intensity illumination directed at
adjoining properties should be avoided.
Commercial signage and high intensity
illumination adjacent to residential uses
should be minimized in order to protect
residential amenity.
3. Lighting and signage should be designed
so as to have no direct source of light
visible from the public right-of-way.
4. All signage must conform to the Maple
Ridge Sign Bylaw. In the event of a
conflict between the Maple Ridge Sign
Bylaw and these guidelines, the latter
should take precedent.
5. In multiple-tenant commercial or mixed-
use buildings, signs should be designed
to present a unified appearance.
Signage space should be provided for
upper storey tenancies.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Signages are designed as per building proportions and
located at ground level only.Attached are the details of
signages.
No high intensity illuminations are directed to adjacent
properties and residential amenities are not existing
near site.
Lighting and signages has been designed in _su~h away
that no direct light source is visible from pubhc right of
way. Please refer lighting study plans and signages
details submitted.
All signages will conform to the Maple Ridge sign bye
law. Please refer signages details submitted.
Separate signage space has been provided for each
tenant.
5
Guideline 8.5.2 E
Vehicle Access, Parking, and Circulation
1. Buildings and structures should be
located to ensure safe traffic circulation
and access and adequate on-site
parking. Parking should be encouraged
in smaller units to avoid a monotonous
appearance.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Adequate parking capacity is provided. Parking is
divided in three groups. Please refer site plan.
2. Parking and storage areas should be Landscape is designed along periphery of parking
appropriately screened. Low level areas and along property lines abutting to roads.
landscape screening should be provided Storage areas will be screened by proper fencing.
to parking areas adjacent to public
streets.
3. Where possible, parking and servicing Parking are divided in groups. Some parking spots are
should be located underground or to the located at rear of the building and some are located
rear of buildings to minimize the impact adjacent to street. Parking adjacent to streets are
on streetscape appearance and screened by landscape. Storage areas will be screened
pedestrian amenity. In all new buildings by proper fencing.
the portion of the structure used for
parking and servicing should be
adequately screened and should be
architecturally compatible with the rest
of the building.
4. -Existing lanes should be used for vehicle Existing lanes are used for vehicle access, loading and
access, loading and servicing. Upgrading servicing.
of lanes in terms of attractive treatment
and screening of parking access and
loading and service areas is encouraged.
s. Vehicle access should be located to the Not applicable, as site is not located at street front.
side of the building away from the
pedestrian entrance and should be
designed to minimize the impact on
streetscape appearance and disruption
to pedestrian movement.
6. Lanes, and driveways should conform to Not applicable, as the building and access roads are
the existing grades as closely as possible existing.
to ensure minimal disruption of slopes
and vegetation. On steep terrain, access
should be aligned, wherever possible, to
run parallel rather than counter to,
natural contours and existing grades.
6
Guideline 8.5.2 E (Continued)
7. Shared vehicle access between adjoining Not applicable, adjoining sites have no such conditions
sites should be considered where access as mentioned in guidelines.
for parking at the rear of the property is
limited. Joint or shared access should
also be considered between adjoining
developments to minimize disruption of
pedestrian sidewalks and to maximize
landscaping and permeable surfaces.
Integration of driving aisles and
pedestrian walkways between adjacent
sites is also strongly encouraged.
8. Minimize the amount of asphalt surfaces Not applicable, as the building, access roads are
in parking areas by integrating a variety existing.
of paving materials such as concrete,
decorative pavers or by using alternate
surface treatments.
9. Above ground parking structures should Not applicable. Project is not having above ground
not front public streets at grade. Non-parking structures.
parking uses or special fa~ade
treatments must be provided along
street frontages to enhance the
building's appearance to the public
realm. On non-street fronting facades,
parking structures should be treated to
avoid long blank walls at grade, such as
massed landscape treatments or
attention to design detailing on the
fai;ade.
10. Parking control equipment, such as Distance of two car lengths is provided between exit
ticket dispensers and card readers, gate and street edge at both entry exit points.
should be located at a sufficient distance
from a public street to prevent parking
queues extending onto the street.
Similarly, a minimum distance of one car
length, and preferably two car lengths,
should be provided between an exit gate
and the street edge to accommodate
cars waiting to merge into traffic.
11. Rooftop parking structures should Not applicable. Project is not having above ground
include design elements, including parking structures.
landscaping, to reduce the visual impact
from the street and surrounding uses.
7
Guideline 8.5.2 F
Pedestrian and Bicycle Access
1. Development should improve pedestrian
amenity through interesting design
detail at ground level, easily identifiable
entrances, shop fronts with clear
untinted glazing, concentration of
signage at ground level, attractive
landscaping and well defined pedestrian
crossings for driveways and roadways.
2. A well defined pedestrian access to the
commercial use will be provided from
the public sidewalk. Design will ensure
that pedestrian use is given precedence
over vehicular use. Where possible, at
least one pedestrian connection should
be provided through the main block of
buildings.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Building has clear glazing windows and identifiable
entrances. Signages are at ground level as building is
one storey.
Pedestrian crossing has been provided from main
building to 287 st.
3. Facilities for cyclists should be Bicycle parking has been provided on site.
considered for all developments.
Guideline 8.5.2 G
Landscaping and Open Space
1. Landscaping should be supplemented to
identify and define public space, to
present a pleasing image and to soften
the transition from adjacent land uses to
the commercial development.
2. Adjacent residential uses should be
adequately protected by significant
landscaping or the provision of screening
or both.
3. Street trees will be a required
component of all new development for
definition of site boundaries and
enhancement of public space. Simplicity
in landscaping materials is desirable and
should be encouraged for screening
purposes. Deciduous tree species
should be considered in landscape
plantings to permit light penetration in
winter. Mature vegetation should be
retained where possible.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Landscape trees, shrubs and grass has been proposed
in landscape yards along the perimeter of the site to
provide a buffer from neighboring lands uses.
Not applicable. Adjacent land uses are not residential.
Deciduous trees have been proposed in the landscape
yards along 287 Street and the Peter Lougheed
highway to enhance public street and site boundaries.
8
Guideline 8.5.2 G (Continued)
4. Aesthetic values along frontages and on-Tree, shrubs and decorative rock mulches have been
site ought to be enhanced by significant proposed in parking lot islands and drive thru isles
landscaping on all property lines and directly adjacent to the building to soften the image and
around buildings. Street trees should be support the pedestrian scale. Layout of landscaping
used to provide the landscaping variety provides visual cues and supports pedestrian and
that would soften the character and vehicular circulation.
scale of the area .
s. Landscape planting and screening should Landscape trees and shrub have been proposed at
be used to create interesting views and along 287 Street to enhance site entrance and define
focal points into and out of the site for circulation into the site. Permitter trees frames views
pedestrians, passing drivers and building into the site.
tenants on the site or adjacent to it.
6. Open space should be usable, attractive Programmed open spaces have not been considered in
and well-integrated with the design of the landscape drawings.
the building. Open space, in many cases,
will be achieved with courtyards,
recessed balconies, terraced balconies,
roof top gardens, and atria.
7. Landscaping should reinforce design Trees and shrubs have been selected for regional
continuity with neighbouring properties suitability within the 88 hardiness zone.
and the streetscape by providing
consistency in street trees, plant
materials, and other landscaping
elements.
8. Landscaping should define the purpose Private spaces have not been provided in this land use
and emphasize the desired character class.
and function of public and private space.
All private and semi-private open space
should be clearly defined as such and
should be controllable by those meant
to benefit and be responsible for it, thus
encouraging use, pride and safety.
9. Distinguish public and semi-public Private spaces have not been provided in this land use
spaces from private spaces. Design class.
symbolic barriers through:
a) building and site design;
b) changes in paving, vegetation, or
grading; or
c) architectural features, such as low walls,
bollards or raised planters.
9
Guideline 8.5.2 H
Crime Prevention through Environmental
Design {CPTED)
1. Developments should be designed to
maximize opportunities for natural
surveillance allowing people to easily
view what is happening around them
during the course of everyday activities.
Crime Prevention through
Environmental Design principles and
techniques are encouraged.
2. Crime Prevention through
Environmental Design (CPTED) principles
should be incorporated into the design
of all parking facilities .
3. Design the interior spaces and exits from
any underground and above ground
parking structures for maximum visibility
within the parking area. Entries should
be highly visible , well lit and spaced at
convenient intervals Hidden spaces,
obscured alcoves and blind corners
should be avoided in the design and
layout of the parking facilities.
4. Walls and ceilings of parking structures,
particularly underground structures,
should be painted white to enhance or
reflect light.
Guideline 8.5.2 I
Universally Accessible Design
1. All non-vehicular routes be fully
accessible. Sidewalks and pathways
should be wide enough for wheelchair/
scooters and should include a tactile
strip for the visually impa i red . Curb-cuts
and curb let-downs should be provided
in appropriate locations to facilitate safe,
convenient, and direct access from
parking spaces to buildings for people
with disabilities.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Chain link fencing is used to maximise natural
surveillance. Entries are clearly visible from roads. No
blind corners in and around the building. Clear
sightlines between public and private spaces. Well lit
public areas which will not produce glare or dark
shadows. Landscaping will not obstruct natural
surveillance.
Entries are clearly visible from roads. No blind corners
in and around the building. Clear sightlines between
public and private spaces. Well lit public areas which
will not produce glare or dark shadows. Landscaping
will not obstruct natural surveillance.
Clearly visible entries and well lit parking layouts has
been designed to achieve clear sightlines between
public and private spaces.
Not applicable, no underground parkings in the project.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Pathways are wide enough for wheelchairs. Direct
access from parking spaces and 287st to buildings has
been provided with pedestrian crossings.
10
Guideline 8.5.2 I (Continued)
2. Locate parking spaces allocated for Barrier free parking has been provided near entrance of
people with disabilities as close as the building.
possible to the main entrance to a
building.
3. Building entries should be :
a) clearly addressed with large numbers
visible from the street;
b) directly accessed from the street
without stairs; and
c) provided with weather protection,
exterior lighting, and power-assisted
door openers.
Guideline 8.5 .2 J
Bicycle Storage and Parking
1. Provide short term bicycle parking
facilities, such as bicycle racks, at grade
close to building entrances. Bicycle
parking should be in well-lit locations
and clearly visible from a main building
entrance and/or public roads. Bicycle
racks should be made of sturdy, theft-
resistant material, securely anchored to
the floor or grounds.
2. Provide long term bicycle parking
facilities in secure storage areas within
buildings. Bicycle storage areas provided
as part of a parking structure should be
located close to elevators and access
points. In mixed-use buildings, bicycle
storage facilities for residents are to be
separate from those for the commercial
uses.
Building has signages which are clearly visible from
road. Entrances can be easily identifiable with clear
glazing doors and proper entrance door signs. Building
is one storey and directly accessible. Canopies and
awnings will be installed for weather protection.
Describe how the proposed design complies with each of the
listed guidelines, or describes why a guideline is not complied
with or why it is inapplicable.
Bicycle parking has been provided which can be visible
from entrance. Also parking sign for Bicycles will be
installed. The parking area will be well lit and the bike
racks will be securely anchored to the ground.
Not applicable, as building is not mix used and
multistoried.
3. Large-scale developments are Not applicable, as its small scale development.
encouraged to provide end-of-trip
facilities, such as showers and lockers,
within the development for the
convenience of employees.
11
Project Information
To be completed by the Architect on record for this project:
File Number 2. OIJJ/ -tot. ... DF'
Date prepared: Feb z..z)z,::;r<
Architect ./< 54,/bl
Print Name
12
THIS SITE
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
3
3
P
M
G1.10
RUSKIN CENTEX
MD
C.M. VALIENTE
JOHN LEHNERS, P. ENG.
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Cover Page
1
11Vicinity Map
TRUE
NORTH
S
EW
Drawing List
9450 287 Street , Maple Ridge , BC
ARCHITECTURAL
SHEET No. SHEET NAME CURRENT
REVISION DATE
A1.01 Existing and Demolition Plan
A1.10 Main Floor Plan
A1.20 Roof Plan
A1.30 Reflected Ceiling Plan
A2.00 Existing & Demolition Elevations
A2.10 Building Elevations
A2.11 Elevations
A3.10 Building Sections
A3.11 Wall Sections
A3.12 Wall Sections
A4.10 Enlarged Plan - Men's & Women's Washroom
A6.10 Window & Door Schedules
G1.10 Cover Page
G1.20 General Notes, Abbrevations, Symbols & BCA
Exterior Perspective
MECHANICAL
SHEET
No.SHEET NAME CURRENT
REVISION DATE
M1.0 Mechanical Cover Page
M2.0 Foundation Plumbing Layout
M3.0 Main Floor Plumbing Layout
M3.1 Main Floor Water Plumbing Layout
M4.0 Main Floor HVAC Layout
M5.0 Roof Mechanical Layout
M6.0 Plumbing Fixture Schedule
M7.0 Mechanical Specifications and Schedules
ELECTRICAL
SHEET
No.SHEET NAME CURRENT
REVISION DATE
E1.0 Electrical Site Plan
E2.0 Main Floor Lighting Plan
E3.0 Main Floor Power & Auxiliary Plan
E3.1 Roof Floor Power Plan
E4.0 Single Line Diagram, Schedule and Details
E5.0 Exterior Lighting Elevation
E6.0 Lighting Schedule
E7.0 Fire Alarm Details
E8.0 Electrical Specifications
STRUCTURAL
SHEET
No.SHEET NAME CURRENT
REVISION DATE
S0.1 Structural Cover Page
S1.0 Foundation Plan
S2.0 Roof Framing Plan
S3.0 Foundation Details
S4.0 Framing Details
S4.1 Framing Details
RUSKIN CENTEX
Appendix G
Ph:
Rick Balbi Architect Ltd.
#15 591 7 _ 1 "A" Street S.W.
' Alberta T2H 0G4
(4oit~i~~2853 Fax: _(403) 253 -3078
general@rbalb1.ca
~
Plan 7537
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Plan LMP29523
SITE DETAILS
LEGAL DESCRIPTION:
MUNICIPALITY: CITY OF MAPLE RIDGE
ADDRESS: LOUGHEED HIGHWAY MAPLE RIDGE, BC
SITE AREA TOTAL 1.3219 ha. (3.257 AC.)
ZONING COMMUNITY COMMERCIAL ZONE (CS-2)
BUILDING AREA CONVENIENCE STORE 173.25 sq.m.,
FOOD PARTNER (RESTAURANT) 404.34 sq.m
REQUIRED PROVIDED
BUILDING HEIGHT 7.5m MAX
FRONT YARD 3.0m
REAR YARD 6.0m
INTERIOR SIDE YARD Om
EXTERIOR SIDE YARD 3.0m
LANDSCAPE AREAS 1.5m FROM LOT LINE
PARKING C-STORE
REQUIREMENTS 1 SPACE PER 30 sq.m GFA
= 241.64 Sq.m./30
LOADING AREA
= 8.0 SPACES
TIM HORTONS & FOOD
PARTNER (RESTAURANT)
1 SPACE PER 3 SEATS
= 20 SEATS PER RESTAURANT
= 13.33 SPACES= 14 SPACES
22 SPACES REQUIRED
1 SPACE REQUIRED
I
I
4.92m
21.28m
44.20m
33.27m
25.lSm
1.62m
46 SPACES PROVIDED
1 SPACES PROVIDED
1-w w
0::
I--en
co co
N
■-■-■-■-■-■-■-■-■-■-■-•-·•· ....
~
C,
.aDJOINING PROPERTY ROW
a-lAIN LINK GATE -""""" .,. /w CINI UNK ~TE
~ 21.43
_l
■-•-·-·-·-·-•-■
T
.... ....... .... . ... .... . ... .... ....
.... .... .... .... ~
•.., vl}J.
•..,: <' .... .......
.... .... ....
.... .... .... .... .... .... .... ....
EXISTING SAWMILL •.., • .._
.,.,.,./
, (:, ,· •' ~"
; f" ~":,
,. 'v ,· ~,,,~ ■-•-·-■-~ ~ ·-·-·-•-■ ~ 125.76 -■-•-·-·-·-·-■-■-,· ·-·-•-■-•-·-·-■ •
EDGE OF EXISTING PAVEMENT
Plan LMPJJ10 ••••••••••••••••••••'
SIGN ----,,---
SITE LEGEND
LOUGHEED HIGHWAY SIGN ----,,---PROPOSED BUILDING
EDGE OF EXISTING PAVEMENT
TY LINE
LANDSCAPE AREA
EXISTING FENCE
CONCRETE PAVING
PAVING BLOCKS PATIO
HANDICAP STALL
----STI~ET LIGHT
j j
. . . . . I + • + • . . . . .
I I I I 1 1
Rick Balbi Architect Ltd.
#15, 5917 • 1""A"" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 • 2853 Fax: (403) 253 • 3078
general@rbalbi.ca
COPYRIGHT RESERVED
THESE DRAWINGS AND DESIGN ARE THE EXCLUSIVE
PROPERTY OF DESIGN WORKS ENGINEERING LTD.
AND MAY NOT BE REPRODUCED IN ANY WAY OR FORM
WITHOUT THE DIRECT WRITTEN PERMISSION OF DESIGN WORKS
ENGINEERING LTD.
NOTES
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
UNLESS IT IS SIGNED AND SEALED, AND DRAWINGS HAVE BEEN
ISSUED FOR CONSTRUCTION IN THE TABLE BELOW.
DO NOT SCALE THIS DRAWING.
No. Description Date
01 ISSUED FOR DEVELOPMENT PERMIT 2021-12-03
02 ISSUED FOR REVIEW 2022-02-08
03 ISSUED REVIEW 2022-02-15
04 ISSUED DEVELOPMENT PERMIT 2022-05-17
ARCHITECT
CLIENT
SEAL PERMIT
DRAWN BY: RP
CHECKED BY: RICK BALBI
ARCHITECT: RICK BALBI
PROJECT#; 180214
SCALE: 1:400
PROJECT
RUSKIN CENTEX
DESCRIPTION
SITE PLAN
DRAWING NO. SHEET
SP-01 2
11
12
0
0
m
m
12
0
0
m
m
50
m
m
50
m
m
32
5
m
m
DOMED
CONCRETE TOP
168.3mm O.D. SCH.
40 STEEL PIPE,
CONCRETE FILLED
(PAINTED YELLOW)
SLOPED TOP
JOINT FILLER
CONCRETE
FOUNDATION
10M x 300mm
LONG BAR
1000 mm
FACE OF CURB
SL OPE 2 % TO ROAD DRIVEWAY GRADE
VARIES
SLOPE 2% MAX.
TO CATCH
BASIN
P.L
6mm DEEP TOOLED
JOINTS @ 150mm O.C.
TOP OF PAVING AND
RAMP WITH 12mm LIP
BEVELED AT 45
DEGREES
15M CONT.
100 CONC. RAMP W/ 15M
REINF. BAR AT 460 O.C.
BOTH WAYS
299.5 mm 2285 mm
20
0
m
m
12
5
m
m
19 6
6
SECTION
1:1
5
S
E
C
TIO
N
1:10
1:
10
CONCRETE RAMP
AND SIDEWALK
6mm DEE TOOLED
JOINTS AT 50mm O.C.
PAINT TOP AND FACE
OF CURB TWO COATS
SLIP-RESISTANT
TRAFFIC YELLOW
6mm DEEP TOOLED
JOINTS AT 19mm O.C.
25mm WIDE BAND
CURB AND
GUTTER
CONDITION
WHERE OCCURS
CONCRETE SIDEWALK
CENTRE THE RAMP AT
CENTRE OF ENTRANCE
DOORWAY, TYP.
3 6 5 0
1 2 2 0 M I N .
V A R I E S
V A R I E S
1500
ISOMETRIC
600 mm
2
2
5
0
6
0
.
0
0
°
150 WIDE PAINTED
YELLOW LINES TYPICAL
DRY AND
COMPACTED
SUB-BASE
GRASS COVER MIN.
150mm TOP SOIL
GRAVEL BASE AS PER
SOIL REPORT
ASPHALT (AS PER SPEC.)
HEAVY-DUTY AREA (TRUCK ACCESS AREA)
CAPABLE OF SUPPORTING MIN. 25,000kg LOAD:
- 6" (150mm) ASPHALT
- 2" (50mm) COMPACTED CRUSHED GRAVEL BASE
- 10" (250mm) PIT RUN
HOT MIX LIGHT-DUTY ASPHALT (CAR PARK AREA):
- 2 1/2" (65mm) ASPHALT
- 2" (50mm) COMPACTED CRUSHED GRAVEL BASE
- 8" (200mm) PIT RUN
ALL GRADING AND ASPHALT WORK
SHALL BE CARRIED OUT IN
ACCORDANCE W/ SOIL
CONSULTANT'S
RECOMMENDATION.
ASPHALT PAVING
CRUSHED GRAVEL
OVER LOCAL PIT-RUN
GRAVEL BASE
175 mm
9
0
0
m
m
5
0
m
m
5
0
m
m
1
0
0
m
m
20mm~X 900mm LONG
ANCHOR PIN
20 MPa CONCRETE
2-10mm
REINFORCING RODS
25mm~ANCHOR
PIN HOLES
CONC. WHEEL STOP SECTION
(N.T.S.)
600mm MIN.
AS PER SITE PLAN
1.5m OR 2.0m SIDEWALK
SL OPE
CONCRETE
WHEEL STOP
300.2 mm 300.2 mm
2000 mm
75 mm 75 mm
10
0
m
m
9
0
0
25mm~ANCHOR
PIN HOLES
ASPHALT
SIDE VIEW (N.T.S.)
50 mm
15
0
m
m
SLOPE 1:50 MIN.
25 MPa CONCRETE
TOP SOIL OR SOD
WHERE APPLICABLE
WOOD FLOAT AND
NYLON BRUSH
FINISH
ALL EDGES, INCLUDING
JOINTS, TO BE TOOLED FOR A
WIDTH OF 50mm AND THE
CORNERS ROUNDED TO A
6mm RADIUS. JOINTS TO BE
1500 O.C.
CRUSHED GRAVEL
COMPACTED SUB-GRADE
50
m
m
50
m
m
12
0
m
m
R
R
2
7
0
18
5
m
m
205 mm
1350 mm
7 5 .1 m m
7 5 m m 115 mm
15
0
m
m
13
5
0
m
m
49
5
m
m
15
4
.
8
m
m
BACKGROUND PAINT
(2) COATS BLUE
ALLIGN WITH END OF
STALL STRIPPING
NOTE:
SIMELAR IMPACT RESISTANT
SIGN ALSO REQUIRED AT
EACH STALL, REFER TO SITE
PLAN
100 WIDE PAINED
STRIPES PAINT (2)
COATS WHITE BEADED
REFLECTIVE
30
0
m
m
125 mm
100 mm
165.3 mm100.4 mm
CONCRETE SLAB c/w LIGHT BROOM
FINISH WELDED WIRE MESH ON
MINIMUM 150 COMPACTED
GRANULAR FILL-EXPANSION JOINTS
@ MAX. 6000 O.C. AND CONTROL
JOINTS MAX. @ 1800 O.C.
TOOLED JOINT
CONCRETE CURB WITH
EXPANSION JOINTS @
6000 O.C. (MAXIMUM)
3-10M CONTINUOUS
REINFORCING BARS
OVERLAP ENDS 300 (TOP TO
BOTTOM)
REFER TO GEOTHICNICAL
REPORT FOR GRANULAR FILL
AND COMPACTION
REQUIREMENTS
5% MAXIMUM
SLOPE
15
0
m
m
89.6 mm90.4 mm
64
.
8
m
m
11
6
m
m
12
5
m
m
15
0
m
m
15
0
m
m
150 mm
15
0
m
m
1/2" WIDE X 3/4"DEEP JOINT; FILL
WITH APPROVED JOINT SEALER
CURB PINNED TO ASPHALT
USING 15MX12" SPACED @ 30"
O/C100mm ACP ROAD SURFACE
60mm 1ST LIFT
40mm 2ND LIFT
300mm OF 20mm GRAVEL,
MAX 20mm LIFTS TO 100% SPD\
30
0
m
m
300mm SUBGRADE PREP IN
150mm LIFTS COMPACTED TO
98% SPD
SIDE WALK AS PER SITE PLAN 125 mm
2% SLOPE
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
8
:
3
2
P
M
A0.30
RUSKIN CENTEX
C.M. VALIENTE
JOHN LEHNERS, P. ENG.
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Site Details
11
1 : 25A0.30
11 Typical Bollard detail
1 : 25A0.30
5 Typical Driveway detail
1 : 10A0.30
3 Standard Barrier-free Curb Cut
1 : 25A0.30
6
Standard Pedestrian Cross-walk
Pavement Marking Detail
1 : 10A0.30
8 Typical Asphalt-to-Grass detail
1 : 10A0.30
2 Standard Paving Detail
1 : 10A0.30
4 Standard Curb Detail @ Sidewalk
1 : 10A0.30
7 Standard Conc. Apron Detail
1 : 20A0.30
1 Std Barrier-free Stall Pavement Marking
1 : 10A0.30
10 Std Barrier-free Accessible Curb detail1 : 12A0.30
9 Pin On Curb & Sidewalk Detail
3
'-,--,----'--+------------
_,_
~---------------------------------
I
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------+---------\.
(
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---
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..
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I
I
1.
-
1
Rick Balbi Architect Ltd.
#15, 5917 -1"A" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
I/
4
r
C') N
0 I
C"'") 0 ..... -
04
3.65 3.65
[12'] [12']
I
----
----
-
....... 0
02 02
TRASH ENCLOSURE PLAN
FGL
ALUMINIUM_
PLATES
01 TRASH ENCLOSURE ELEVATION
TUBULAR ALUMINIUM
GATE POST
ALUMINIUM VERTICAL
v-PLATES
-
C"'") !:'""' ""-: ......
N -
TUBULAR ALUMINIUM
GATE POST (TYP.)
FGL
ALUMINIUM_
PLATES
03 TRASH ENCLOSURE ELEVATION
ALUMINIUM GATE_
W/PADLOCK
FGL
ALUMINIUM GATE_
W/PADLOCK
,,,,,,,---TUBULAR ALUMINIUM
~ GATE POST
02TRASH ENCLOSURE ELEVATION
C"'") !:'""' ..... ......
N -
FGL
ALUMINIUM_
PLATES
04 TRASH ENCLOSURE ELEVATION
•
Rick Balbi Architect Ltd.
#15, 5917 - 1 ""A"" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
COPYRIGHT RESERVED
THESE DRAWINGS AND DESIGN ARE THE EXCLUSIVE
PROPERTY OF DESIGN WORKS ENGINEERING LTD.
AND MAY NOT BE REPRODUCED IN ANY WAY OR FORM
WITHOUT THE DIRECT WRITTEN PERMISSION OF DESIGN WORKS
ENGINEERING L lD.
NOTES
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
UNLESS IT IS SIGNED AND SEALED, AND DRAWINGS HAVE BEEN
ISSUED FOR CONSTRUCTION IN THE TABLE BELOW.
DO NOT SCALE THIS DRAWING.
No. Description Date
01 ISSUED FOR DEVELOPMENT PERMIT 2021-12-03
02 ISSUED FOR REVIEW 2022-02-08
03 ISSUED REVIEW 2022-02-15
04 ISSUED DEVELOPMENT PERMIT 2022-05-17
ARCHITECT
CLIENT
SEAL PERMIT
DRAWN BY: RP
CHECKED BY: RICK BALBI
ARCHITECT: RICK BALBI
PROJECT#: 180214
SCALE: 1:400
PROJECT
RUSKIN CENTEX
DESCRIPTION
SITE PLAN
DRAWING NO. SHEET 7
SP-01 11
UP
A
1 2
B
C
3 4 5 6
EXISTING COVERED
AREA/OUTSIDE SPACE.
ROOF OF THIS OUTSIDE
SPACE TO BE DEMOLISHED
EXISTING
MECHANICAL
ROOM
1'
EXISTING
WASHROOM
ROOM
EXISTING
STORAGE
EXISTING OVERHEAD DOOR TO
BE REMOVED
REMOVE AND
RELOCATE EXISTING
DOOR AND FRAME
TO CRU 3
EXISTING
CRU NO.1
8.
9
1
8.
9
1
36.38
EXISTING
CRU NO.2
EXISTING
CRU NO.3
DEMOLISHED
ONLY WHERE
THE WINDOW IS
LOCATED
DEMOLISHED
ONLY WHERE
THE WINDOW IS
LOCATED
DEMOLISHED ONLY
WHERE THE WINDOW IS
LOCATED
REMOVE EXISTING RIGID
FRAME STRUCTURE
REMOVE EXISTING RIGID
FRAME STRUCTURE
EXISTING CROSS
BRACING EXISTING CROSS
BRACING TO BE
RELOCATE @
GRID LINE 5 - 6
EXISTING CROSS BRACINGEXISTING CROSS BRACINGEXISTING CROSS BRACING
EXISTING
OVERHEAD
DOOR TO BE
DEMOLISHED
EXISTING
OVERHEAD
DOOR TO BE
DEMOLISHED
EXISTING
OVERHEAD
DOOR TO BE
DEMOLISHED
EXISTING DOOR TO
BE DEMOLISHED
EXISTING DOOR TO
BE DEMOLISHED
EXISTING STAIR TO
BE DEMOLISHED
EXISTING DOOR TO
BE DEMOLISHED
EXISTING WINDOW
TO BE DEMOLISHED
EXISTING DOOR &
WINDOW TO BE
DEMOLISHED
EXISTING WINDOW TO
BE DEMOLISHED
EXISTING DOOR
TO REMAIN
EXISTING DOOR
TO REMAIN
EXISTING WALL TO
BE DEMOLISHED
EXISTING WALL TO
REMAIN
WALL LEGEND:
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
1
7
P
M
A1.01
RUSKIN CENTEX
MD
RICK BALBI
RICK BALBI
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Existing and
Demolition Plan
5
11
1 : 75A2.00 A1.01
1 Existing/Demolition Plan
TRUE
NORTH
S
EW
1.COORDINATE SCOPE OF ELECTRICAL DEMOLITION
WITH ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS. SEE SPECIFICATIONS.
2.UNLESS OTHERWISE NOTED, REMOVE ALL ELECTRICAL,
LUMINARES, EQUIPMENT, SYSTEMS, DEVICES, OUTLETS,
SWITCHES, PULL BOXES, JUNCTION BOXES, ETC. AS
REQUIRED TO COMPLETELY TAKE OUT THE ELECTRICAL
ITEMS SHOWNS TO BE REMOVED. DISCONNECT AND
REMOVE ALL ELECTRICAL PROVISIONS TO EQUIPMENT
BEING REMOVED. REMOVED ALL WIRING, CONDUIT,
RACEWAYS, OUTLET BOXES, ETC. SUPPORTING OR
SERVING THE ITEMS REMOVED.
3.REMOVE BRANCH CIRCUIT WIRING AND CONDUCTORS
BACK TO PANELBOARD OR TO LAST OUTLET OR
JUNCTION BOX THAT WILL REMAIN IN SERVICE. WHERE
COMPLETE CIRCUITS ARE DEMOLISHED, REMOVE WIRING
AND RACEWAY BACK TO THE BRANCH CIRCUIT
PANELBOARD. REVISE THE PANELBOARD SCHEDULE TO
INDICATE THAT THE DEMOLISHED CIRCUIT'S BREAKER IS
"SPARE".
4.REMOVE ALL CONDUCTORS, WIRING, AND CONDUIT
(WHERE PRESENT) INCLUDING, BUT NOT LIMITED TO FIRE
ALARM, POWER, VOICE/DATA, SECURITY, INTERCOM, AND
PAGING IN DEMOLITION AREA THAT ARE NO LONGER IN
USE OR ALREADY ABANDONED. NO CONDUCTORS OR
CABLES SHALL BE ABANDONED IN PLACE. REMOVE
EXISTING WIRING AND CONDUIT BACK TO SOURCE.
5.CONCEALED CONDUIT THAT CANNOT BE REMOVED DUE
TO INACCESSIBILITY MAY BE ABANDONED. CONDUCTORS
SHALL BE REMOVED AND CONDUIT CUT FLUSH WITH
SURFACE.
6.OUTLET BOXES THAT CANNOT BE REMOVED DUE TO
FLUSH MOUNTING IN PARTITIONS NOT BEING REMOVED
SHALL BE PROVIDED WITH A BLANK DEVICE PLATE
UNLESS NOTED TO BE FILLED AND FINISHED FLUSH WITH
WALL.
DEMOLITION NOTES:
m
Rick Balbi Architect Ltd.
#15, 5917 -1 "A" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
---.
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---------
---------I/
T/O Slab
30.48
1 2 3 4 5 61'
EXISTING WINDOWS TO
BE DEMOLISHED
DEMOLISHED ONLY
WHERE THE WINDOW IS
LOCATED
EXISTING RIGID FRAME
STRUCTURE TO BE
REMOVED
T/O Roof
35.40
DEMOLISHED ONLY
WHERE THE WINDOW IS
LOCATED
DEMOLISHED ONLY
WHERE THE WINDOW IS
LOCATED
EXISTING ROOF TO BE
REMOVED
EXISTING EXTERIOR
WALLS TO REMAIN.
EXISTING SIDINGS WILL
BE REPLACED
EXISTING ROOF TO
REMAIN
EXISTING EXTERIOR
WALLS TO REMAIN.
EXISTING SIDINGS
WILL BE REPLACED
EXISTING EXTERIOR
POP OUT WALLS TO
REMAIN. EXISTING
SIDINGS WILL BE
REPLACED
T/O Slab
30.48
A B C
EXISTING RIGID FRAME
STRUCTURE TO BE
REMOVED
T/O Roof
35.40
EXISTING EXTERIOR WALLS TO
REMAIN. EXISTING SIDINGS WILL
BE REPLACED
PART OF ROOF TO BE
REMOVED
PART OF ROOF TO BE
DEMOLISHED
EXISTING PARAPET TO BE
REMOVED
DEMOLISHED ONLY
WHERE THE WINDOW
IS LOCATED
T/O Slab
30.48
ABC
DEMOLISHED ONLY
WHERE THE WINDOW
IS LOCATED
DEMOLISHED ONLY
WHERE THE WINDOW
IS LOCATED
U/S Main Ceiling
33.83
T/O Roof
35.40
EXISTING EXTERIOR WALLS TO
REMAIN. EXISTING SIDINGS WILL
BE REPLACED
EXISTING PARAPET TO BE
REMOVED
EXISTING EXTERIOR WALLS TO
REMAIN. EXISTING SIDINGS WILL
BE REPLACED
EXISTING DOOR TO
REMAIN
T/O Slab
30.48
123456 1'
REMOVE AND RELOCATE
EXISTING DOOR AND
FRAME TO CRU 3
EXISTING OVERHEAD
DOOR TO BE REMOVED
EXISTING OVERHEAD
DOOR TO BE REMOVED
U/S Main Ceiling
33.83
T/O Roof
35.40
EXISTING RIGID FRAME
STRUCTURE TO BE
REMOVED
EXISTING ROOF TO BE
REMOVEDEXISTING ROOF TO
REMAIN
EXISTING OVERHEAD
DOOR TO BE REMOVED
EXISTING EXTERIOR WALLS TO
REMAIN. EXISTING SIDINGS WILL
BE REPLACED
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
1
9
P
M
A2.00
RUSKIN CENTEX
RP
RICK BALBI
RICK BALBI
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Existing &
Demolition
Elevations
6
11
1 : 64A2.00
1 Existing & Demolition Front Elevation
1 : 64A2.00
2 Existing & Demolition Left Side Elevation
1 : 64A2.00
3 Existing & Demolition Right Side Elevation
1 : 64A2.00
4 Existing & Demolition Rear Elevation
I I I
I I 11 I I I I
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Calgary, Alberta T2H 0G4
Ph: (403) 253 • 2853 Fax: (403) 253 • 3078
general@rbalbi.ca
I/
A
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3 4 5 6
UNIT 1-FOOD
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UNIT 2 -
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102
UNIT 3 - FOOD
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30.29 m
1.
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WASHROOM
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107
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1.54 m
70.00°
0.91 m1.79 m
3.
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5
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9
1
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1
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3
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1
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120.00°
0
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1
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3
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0
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6
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3.
4
6
m
2.
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WASHROOM
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108
LOTTO
STAND
LOTTO
TICKET
CHECKER CA
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S I N K
T O B A C C O
D I S P L A Y
S H E L V E S
T O B A C C O
D I S P L A Y
S H E L V E S
2-SIDED RETAIL FIXTURES
1-SIDED RETAIL
FIXTURES
1-SIDED RETAIL
FIXTURES
MOP SINK
3 .4 5 m
CASH DESK /
SERVICE
104
FA
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10
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1
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1.
8
9
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2.
6
9
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6.
4
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5.
8
9
m
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0.18 m
1.24 m
2.97 m 4.83 m 5.71 m 1.80 m
18
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4
4
m
1.29 m 4.27 m 1.17 m 3.51 m 0.36 m 2.42 m 0.27 m 4.42 m 1.22 m 2.44 m 3.71 m 4.88 m 1.09 m
D100c D106b
D106a
D105
D107
D108
8.
9
1
m
8.
9
1
m
1.12 m 1.85 m 3.12 m 1.70 m 1.95 m 3.76 m
EXISTING
EX
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1
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2-SIDED RETAIL FIXTURES
1-S
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FIXTURES
1-SIDED RETAIL
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1.
4
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m
4.
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4
m
2.
4
9
m
1.
2
2
m
1.22 m
2 .4 4 m
2 .4 7 m
BACK MANAGERS
OFFICE
109
DESK
ST
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B
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1.
6
0
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1.
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2
m
D109
W1
W2
W2a
W2
W2 W2a W1 W1 W3 W3
W3
W4
W4
W4
W4
W4
P1
P1
P1
P1
P1
P2
P2
P3
P3
P3
P3
P3
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P3
P3
P3
P3
P3
P3
P3
P3
P6
P5P6
P6 P6
P6P6
BACK AREA
106
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110
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2.87 m
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9
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6.
9
6
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4
7
m
2.
4
4
m
4.
7
2
m
1.
2
9
m
1.29 m0.16 m 1.52 m 0.17 m3.06 m 2.44 m 0.51 m
1.21 m
D110
P5
P2
P2
W2 W2a W2a
W2a
17
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8
2
m
6.01 m 6.10 m 6.10 m 6.10 m 5.99 m
6.86 m
P6
W5W6W6
17
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8
2
m
36
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TRAVEL DISTANCE
17.11m
TR AVEL DISTA N CE
17.97 m
TR
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140.74 m2
268.83 m2 167.00 m2
KITCHEN
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1.80 m
ø 1 .5 2 ROUGH IN
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FUTURE TENENT
DRIVE THROUGH
WINDOW
G7
D101c
D131
D132
D140
D141
D142
D143
D144
D153
D1594
D112
D112c
WALL TYPE SCHEDULE
EXTERIOR WALL (TIM HORTON'S & CONVENIENCE STORE SIDE)
- VERTICAL CORRUGATED (CL 6025) METAL CLADDING; VICWEST
2624 BRIGHT SILVER METALLIC FINISH (INSTALLED AS PER
MANUFACTURER SPEC'S)
- 25 GA. 7/8" DEPTH METAL HAT FURRING @ 16" O.C.
(HORIZONTAL)
- EXISTING MASONRY WALL
- 1" AIR SPACE
- 2x6 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R20 BATT INSULATION
- 6 mil POLYETHYLENE VAPOUR BARRIER
- 5/8" G.W.B.; TAPED & PAINTED
EXTERIOR WALL (TO MATCH EXISTING)
- EXTERIOR METAL CLADDING TO MATCH EXISTING
(INSTALLED AS PER MANUFACTURER SPEC'S)
- WATER RESISTIVE BARRIER
- 3/4" O.S.B. SHEATHING
- 2x8 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R28 BATT INSULATION
- 1" AIR SPACE
- 2x6 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R20 BATT INSULATION
- 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
W1
EXTERIOR WALL (TIM HORTON'S SIDE)
- 2-1/4 x 5-5/8 BRICK; COLOR TO BE SELECTED BY OWNER
(INSTALLED AS PERMANUFACTURER SPEC'S)
- EXISTING MASONRY WALL
- 1" AIR SPACE
- 2x6 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R20 BATT INSULATION
- 6 mil POLYETHYLENE VAPOUR BARRIER
- 5/8" G.W.B.; TAPED & PAINTED
W2a
EXTERIOR WALL (TIM HORTON'S SIDE)
- 2-1/4 x 5-5/8 BRICK; COLOR TO BE SELECTED BY OWNER
(INSTALLED AS PERMANUFACTURER SPEC'S)
- 1" AIR SPACE
- SELF-ADHERED WATER RESISTIVE BARRIER
- 7/16" OSB SHEATHING
- 2x8 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R28 BATT INSULATION
- 1" AIR SPACE
- 2x6 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- 6 mil POLYETHYLENE VAPOUR BARRIER
- 5/8" G.W.B.; TAPED & PAINTED
W3
EXTERIOR WALL (CONVENIENCE STORE & UNIT-3 SIDE)
- HARDIE PLANK LAP SIDING; 7" EXPOSURE SELECT CEDARMILL
CAPE-COD BLUE (INSTALLED AS PERMANUFACTURER SPEC'S)
- 25 GA. 7/8" DEPTH METAL HAT FURRING @ 16" O.C.
(VERTICAL)
- EXISTING MASONRY WALL
- 1" AIR SPACE
- 2x6 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R20 BATT INSULATION
- 6 mil POLYETHYLENE VAPOUR BARRIER
- 5/8" G.W.B.; TAPED & PAINTED
W4
EXTERIOR WALL (UNIT-3 SIDE)
- HARDIE PLANK LAP SIDING; 7" EXPOSURE SELECT CEDARMILL
CAPE-COD BLUE (INSTALLED AS PERMANUFACTURER SPEC'S)
- 52 GA. 7/8'' DEPTH METAL HAT FURRING @ 24" O.C.
(VERTICAL)
- EXISTING METAL WALL
- 5/8" G.W.B.; TAPED & PAINTED
W5
DEMISING WALL
- 2 LAYERS 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
- 2x6 WOOD STUDS @ 16" O.C.
- R20 BATT INSULATION
- 2 LAYERS 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
P1
INTERIOR WALL PARTITION - 1 HR. F.R.R.
- 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
- 2x4 WOOD STUDS @ 16" O.C.
- R12 BATT INSULATION
- 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
P2
INTERIOR WALL PARTITION - NON-RATED
- 1/2" G.W.B.; TAPED & PAINTED
- 2x4 WOOD STUDS @ 16" O.C.
- R12 BATT INSULATION
- 1/2" G.W.B.; TAPED & PAINTED
P3
EXTERIOR WALL (TO MATCH EXISTING)
- EXTERIOR METAL CLADDING TO MATCH EXISTING
(INSTALLED AS PER MANUFACTURER SPEC'S)
- WATER RESISTIVE BARRIER
- 7/16'' O.S.B. SHEATHING
- 2x8 WOOD STUDS @ 16" O.C. C/W MID BLOCKING
- R28 BATT INSULATION
- 3/4'' O.S.B SHEATING
- 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
W6
FURR-OUT WALL PARTITION - 1 HR. F,R,R,
- 5/8" TYPE "X" G.W.B.; TAPED & PAINTED
- 2x4 WOOD STUDS @ 16" O.C.
P5
- CROSS HATCH INDICATES 2 HR. FIRE SEPARATION
NOTE: EXTEND FIRE RATED WALLS TO U/S OF
FLOOR/ROOF ABOVE
- DIAGONAL HATCH INDICATES 1 HR. FIRE SEPARATION
NOTE: EXTEND FIRE RATED WALLS TO U/S OF
FLOOR/ROOF ABOVE
P4
36'' HIGH STUB WALL- NON-RATED
- 1/2" G.W.B.; TAPED & PAINTED
- 2x4 WOOD STUDS @ 16" O.C.
- 1/2" G.W.B.; TAPED & PAINTED
FURR-OUT WALL PARTITION - 1 HR. F,R,R,
- 5/8" G.W.B.; TAPED & PAINTED
- 2x4 WOOD STUDS @ 16" O.C.
P6
W2
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
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5
:
4
1
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1
8
P
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A1.10
RUSKIN CENTEX
RP
RICK BALBI
RICK BALBI
180214
FEBRUARY 09,2022
DEVELOPMENT PERMIT
Main Floor Plan
7
11
1 : 75A2.00 A1.10
1 Main Floor Plan
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Rick Balb" #15, 591 7 _1
1~I,~~itect Ltd
Calgary Alb treet s.w •
(403) 253 -2853erta T2H OG4
general@~=l:b _(403) 253 -3078
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A
1 2
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EXISTING ROOF TO RETAIN
NEW ROOF
30.29 m
6.01 m 6.10 m 6.10 m 6.10 m 5.99 m
17
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8.
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8.
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RTU-3
RTU-2
RTU-1
RTU-4
NEW PRE-FINISHED
ROOF GUTTER
NEW VALLEY
ROOF NEW VALLEY
ROOF
NEW INSIDE GUTTER
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ROOF NOTES:
1. ENGINEER OF RECORD SHALL SIZE
GUTTERS AND DOWNSPOUTS BASED
ON THE TRIBUTARY ROOF AREA AND
THE LOCAL RAINFALL DESIGN
CRITERIA.
2. ALL ROOF TOP PENETRATIONS,
INCLUDING PLUMBING VENTS AND
MECHANICAL CURE, SHALL HAVE
FLASHING INSTALLED THAT IS
COMPATIBLE WITH ROOF SLOPE
AND ROOF MATERIALS. PAINT ALL
PENETRATIONS TO MATCH ADJACENT
ROOF MATERIAL.
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
1
8
P
M
A1.20
RUSKIN CENTEX
RP
RICK BALBI
RICK BALBI
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Roof Plan
8
11
1 : 75A2.00 A1.20
1 Roof Plan
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#15, 5917 - 1 "A" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
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Steel overhang canopy
with glass top terrain
(Colour: Charcoal Grey)
04a
U/S Main Ceiling
33.83
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35.40
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36.27
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Solid Metal
Door
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Door
04a 04a02 03a06
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U/S Main Ceiling
33.83
06
5.
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3.
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5
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T/O Roof
35.40
4.
9
2
m
5.
7
9
m
Anodized
Drive-Thru
Window
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
2
0
P
M
A2.10
RUSKIN CENTEX
RP
RICK BALBI
RICK BALBI
180214
FEBRUARY 09, 2022
DEVELOPMENT PERMIT
Building Elevations
9
11
1 : 75A2.10
2 Right Side Elevation 1 : 75A2.10
3 Left Side Elevation
1 : 75A2.10
1 Front Elevation
1 : 75A2.10
4 Rear Elevation
Keynote Legend
KEY NO.DESCRIPTION
01 2-1/4 x 7-5/8 BRICK WITH HARDIE TRIM BOARDS (INSTALLED AS PER
MANUFACTURER'S SPECS)
02 HARDIE PLANK LAP SIDING - 7" EXPOSURE SELECT CEDARMILL
TEXTURE - CAPE COD BLUE (INSTALLED AS PER MANUFACTURER'S
SPECS)
03 VERTICAL CORRUGATED CL 6025 - VICWEST 2624 BRIGHT SILVER
(INSTALLED AS PER MANUFACTURER'S SPECS)
03a METAL FLASHING 6" - VICWEST 2624 BRIGHT SILVER ( INSTALLED AS
PER MANUFACTURER'S SPEC'S.)
04 HARDIE TRIM BOARD 5/4 NT3 SMOOTH - ARCTIC WHITE (INSTALLED AS
PER MANUFACTURER'S SPECS.)
04a HARDIE TRIM BOARD 5/4 NT3 SMOOTH 11-1/4" WIDTH - ARCTIC WHITE
(INSTALLED AS PER MANUFACTURER'S SPECS.)
05 HARDIE TRIM BOARD 5/4 NT3 ROUGHSAWN - IRON GREY FLASHING
(INSTALLED AS PER MANUFACTURER'S SPECS.)
05a HARDIE TRIM BOARD 5/4 NT3 ROUGHSAWN 11-1/4" - IRON GREY
(INSTALLED AS PER MANUFACTURER'S SPECS.)
06 EXISTING WALL
MATERIAL AND COLOR LEGEND
KEY NO.MATERIAL SAMPLE COLOUR / FINISH
HARDIE PLANK LAP
SIDING WITH COLORPLUS
TECHNOLOGY
THICKNESS = 5/16"
WIDTH = 8.25"
EXPOSURE = 7"
MATERIAL/PRODUCT MANUFACTURER
CAPE COD BLUE; SELECT
CEDARMILL
VERTICAL CORRUGATED
CL 6025
VICWEST 2624 BRIGHT SILVER
METALLIC FINISHES
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 7 1/4"
JAMES HARDIE 5/4 SMOOTH;
ARCTIC WHITE
JAMES HARDIE
2-1/4 x 5-5/8 BRICK
01
02
03
04
05
METAL FLASHING IRON GREY
06
TO BE SELECTED BY
OWNER
REMARKS
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 5 1/2 "
5/4 ROUGHSAWN;
IRON GREY
ALL WINDOWS TO HAVE
WINDOW TRIM
METAL FLASHING
WIDTH = 6"
VICWEST 2624 BRIGHT SILVER
03a
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 11 1/4"
JAMES HARDIE 5/4 SMOOTH;
ARCTIC WHITE
04a
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 7 1/4"
JAMES HARDIE WHITE
04b
FLASHING
JAMES HARDIE
05a
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 11 1/4 "
5/4 ROUGHSAWN;
IRON GREY
FLASHING
JAMES HARDIE
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Rick Balbi Architect Ltd.
#15, 5917 - 1 "A" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
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I/
T/O Slab
30.48
T/O Parapet
36.27
1 2 3 4 5 6
U/S Main Ceiling
33.83
02 030405 05 05040504a
Steel overhang canopy
with glass top terrain
(Colour: Charcoal Grey)
04a 03a
5.
7
9
m
01 02
T/O Roof
35.40
T/O Slab
30.48
T/O Parapet
36.27
A B C
03 01 0205 0405a0303a
5.
7
9
m
T/O Roof
35.40
T/O Slab
30.48
T/O Parapet
36.27
123456
U/S Main Ceiling
33.83
Solid Metal
Door
External Glass
Door
Solid Metal
Door
04a 04a02 03a06
Solid Metal
Door
06
5.
7
9
m
3.
3
5
m
T/O Roof
35.40
T/O Slab
30.48
T/O Parapet
36.27
ABC
04 04a 04a050203a
5.
7
9
m
T/O Roof
35.40
MATERIAL AND COLOR LEGEND
KEY NO.MATERIAL SAMPLE COLOUR / FINISH
HARDIE PLANK LAP
SIDING WITH COLORPLUS
TECHNOLOGY
THICKNESS = 5/16"
WIDTH = 8.25"
EXPOSURE = 7"
MATERIAL/PRODUCT MANUFACTURER
CAPE COD BLUE; SELECT
CEDARMILL
VERTICAL CORRUGATED
CL 6025
VICWEST 2624 BRIGHT SILVER
METALLIC FINISHES
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 7 1/4"
JAMES HARDIE 5/4 SMOOTH;
ARCTIC WHITE
JAMES HARDIE
2-1/4 x 5-5/8 BRICK
01
02
03
04
05
METAL FLASHING IRON GREY
06
TO BE SELECTED BY
OWNER
REMARKS
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 5 1/2 "
5/4 ROUGHSAWN;
IRON GREY
ALL WINDOWS TO HAVE
WINDOW TRIM
METAL FLASHING
WIDTH = 6"
VICWEST 2624 BRIGHT SILVER
03a
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 11 1/4"
JAMES HARDIE 5/4 SMOOTH;
ARCTIC WHITE
04a
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 7 1/4"
JAMES HARDIE WHITE
04b
FLASHING
JAMES HARDIE
05a
HARDIE TRIM NT3
THICKNESS = 1"
WIDTH = 11 1/4 "
5/4 ROUGHSAWN;
IRON GREY
FLASHING
JAMES HARDIE
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
3
0
P
M
A2.11
RUSKIN CENTEX
RP
RICK BALBI
RICK BALBI
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Elevations
10
11
1 : 75A2.11
1 Front Elevation - Rendered
1 : 75A2.11
2 Left Side Elevation- Rendered
1 : 75A2.11
3 Rear Elevation- Rendering
1 : 75A2.11
4 Right Side Elevation- Rendering
Keynote Legend
KEY NO.DESCRIPTION
01 2-1/4 x 7-5/8 BRICK WITH HARDIE TRIM BOARDS (INSTALLED AS PER
MANUFACTURER'S SPECS)
02 HARDIE PLANK LAP SIDING - 7" EXPOSURE SELECT CEDARMILL
TEXTURE - CAPE COD BLUE (INSTALLED AS PER MANUFACTURER'S
SPECS)
03 VERTICAL CORRUGATED CL 6025 - VICWEST 2624 BRIGHT SILVER
(INSTALLED AS PER MANUFACTURER'S SPECS)
03a METAL FLASHING 6" - VICWEST 2624 BRIGHT SILVER ( INSTALLED AS
PER MANUFACTURER'S SPEC'S.)
04 HARDIE TRIM BOARD 5/4 NT3 SMOOTH - ARCTIC WHITE (INSTALLED AS
PER MANUFACTURER'S SPECS.)
04a HARDIE TRIM BOARD 5/4 NT3 SMOOTH 11-1/4" WIDTH - ARCTIC WHITE
(INSTALLED AS PER MANUFACTURER'S SPECS.)
05 HARDIE TRIM BOARD 5/4 NT3 ROUGHSAWN - IRON GREY FLASHING
(INSTALLED AS PER MANUFACTURER'S SPECS.)
05a HARDIE TRIM BOARD 5/4 NT3 ROUGHSAWN 11-1/4" - IRON GREY
(INSTALLED AS PER MANUFACTURER'S SPECS.)
06 EXISTING WALL
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Rick Balbi Architect Ltd.
#15, 5917 -1"A" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
T/O Slab
30.48
T/O Parapet
36.27
A B C2
A3.10
2
A3.10
UNIT 2 -
CONVENIENCE
STORE
102
W5
P3
W1
17.82 m
8.91 m 8.91 m
VERTICAL CORRUGATED (CL 6025) METAL
CLADDING; VICWEST 2624 BRIGHT SILVER
METALLIC FINISH (INSTALLED AS PER
MANUFACTURER'S SPECS)
STEEL OVERHANG CANOPY
WITH GLASS TOP TERRAIN
(COLOUR: CHARCOAL GREY)
ALUMINUM CANOPY FRAME
BY OTHERS
EXTERIOR GLAZING DOOR
SEE SCHEDULE
PRE-FINISHED
METAL CAPPING
BACK AREA
106
U/S Main Ceiling
33.83
---
-
4.
9
2
m
T/O Roof
35.40
T/O Slab
30.48
T/O Parapet
36.27
1 2 3 4 5 61
A3.10
1
A3.10
UNIT 1-FOOD
PARTNER
100
UNIT 2 -
CONVENIENCE
STORE
102
8-DOOR WALK-IN
COOLER
105 UNIT 3 - FOOD
PARTNER
101
P1
W4
HARDIE PLANK LAP SIDING;
CAPE COD BLUE (INSTALLED AS
PER MANUFACTURER'S SPECS)
ALUMINUM CANOPY FRAME
BY OTHERS
PRE-FINISHED METAL
CAPPING
EXTERIOR GLAZING DOOR
SEE SCHEDULE
6.01 m 6.10 m 6.10 m 6.10 m 5.99 m
30.29 m
NEW LOCATION OF
EXISTING CROSS
BRACING (BLACK COLOR)
U/S Main Ceiling
33.83
W2
4.
9
2
m
T/O Roof
35.40
DRAWN BY:
CHECKED BY:
ARCHITECT:
PROJECT No.:
SHEET ISSUE DATE:
PROJECT STATUS:
CONTRACTOR
DRAWING NO.SHEET
SEAL
CLIENT
PROJECT
DESCRIPTION
No.Description Date
1 ISSUED FOR REVIEW 2019-01-09
2 ISSUED FOR DEVELOPMENT PERMIT 2021-11-13
3 ISSUED FOR DEVELOPMENT PERMIT 2022-05-17
20
2
2
-
0
5
-
1
7
5
:
4
1
:
3
2
P
M
A3.10
RUSKIN CENTEX
CVP
RICK BALBI
RICK BALBI
180214
DECEMBER 03, 2021
DEVELOPMENT PERMIT
Building Sections
11
11
1 : 50A3.10 A3.10
1 Building Section 01
1 : 50A3.10 A3.10
2 Building Section 02
I
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Rick Balbi Architect Ltd.
#15, 5917 - 1 "A" Street S.W.
Calgary, Alberta T2H 0G4
Ph: (403) 253 -2853 Fax: (403) 253 -3078
general@rbalbi.ca
GAS PUMPS
DR
I
V
E
T
H
R
U
28
7
S
T
R
E
E
T
GARBAGE
COLLECTION
PA
T
I
O
TRANSFORMER
DITCH: SEED ON 150mm DEPTH
TOPSOIL FOR ALL DISTURBED AREAS.
BLEND TO EXISTING GRASS.
LEASE LINE
6' HIGH
CHAINLINK FENCE
ADJOINING
PROPERTY
ROW W/ CHAIN
LINK GATE
POTABLE
WATER
WELL
6' HIGH SOLID FENCE3 - TA SPACED @ 5.0m O.C.3 - LP 4 - TA SPACED @ 5.0m O.C.
4 - br
1 - RM
3 - cr
2 - kd
3 - dp
3 - TA
2 - kd
3 - dp
2 - kd
1 - TA 5 - kd 1 - TA
2 - kd
1 - LP
1 - IL
1 - br
2 - kd 2 - kd3 - dp
1 - TA
4 - cr
4 -dp
FLAG MOUNT PYLON5 -cr
9 - kfr
3 - kd
3 - dp
10 - kfr
1 - dp
3 - sk
4 - rf
3 - dp
8 - kfr
1 - IL
1 - br
BUILDING
SCALE:
NOT TO SCALE
ZONING:
COMMUNITY COMMERCIAL ZONING (CS2 )
LEGAL LAND DESCRIPTION:
LSD 16, SECTION 35, TOWNSHIP 2
RANGE 4, WEST OF 7TH MERIDIAN
MUNICIPAL ADDRESS:
287 ST. AND LOUGHEED HIGHWAY
MAPLE RIDGE, BC
L1
LANDSCAPE PLAN
Revision
00
Designed by:
Drawn by:
Job No.:Scale:
Date:
Checked by:RJ
No DescriptionRev Date By
00 00 RJ
47 Greenwich Crescent, St Albert, AB
Tel (587) 983-3498
Email ryan@jonesla.ca
Seal
MAPLE RIDGE, BC
RUSKIN CENTEX
Drawing
Sheet Number
287 ST. AND LOUGHEED HIGHWAY
2022-05-18 VM
RJ
05/18/22
AS NOTED
Issued for Municipal Review
LEGEND
SOD ON 150mm DEPTH TOPSOIL. SOD TO BACK OF CURB AND EDGE
OF SIDEWALKS. ENSURE SMOOTH TRANSITION WITH ADJACENT
SURFACES. QTY. 367.60 m²
KEY PLAN
PLANT LIST
LANDSCAPE PLAN
100mm DEPTH SHREDDED SELF-BINDING CEDAR WOOD CHIP MULCH
ON 350mm DEPTH TOPSOIL TO BE PLACED LEVEL WITH ADJACENT
SURFACES, CROWN IN CENTER OF PLANTING BED. QTY. 251.90 m²
Key Qty Common Name Botannical Name Size Remarks
TREES
DECIDUOUS
IL 2 Ivory Silk Tree Lilac Syringa reticulata 'Ivory Silk'60mm cal.W.B single leader/ specimen
RM 1
Red Rocket Red Maple Acer rubrum 'Red Rocket'60mm cal.W.B single leader/ specimen
TA 13
Trembling Aspen Populus tremuloides 60mm cal.W.B single leader/ specimen
CONIFEROUS
LP 4
Lodgepole Pine Pinus contorta latifolia 2500mm ht.W.B single leader/ specimen
SHRUBS
DECIDUOUS
cr 12 Champlain Rose Rosa 'Champlain'450-600mm ht.container/ specimen
rf 4 Rainbow Fizz™ Spirea Spiraea japonica ‘Matgold’450-600mm ht.container/ specimen
kd 20 Kelsey Dwarf Dogwood Cornus sericea 'Kelseyi'450-600mm ht.container/ specimen
CONIFEROUS
dp 20 Dwarf Mugo Pine Pinus mugo var. pumilio 450-600mm spr.container/ specimen
br 6 Blue Rug Juniper Juniperus horizontalis 'Wiltonii'450-600mm spr.container/ specimen
sk 3 Skyrocket Upright Juniper Juniperus scopulorum 'Skyrocket'1200mm ht.container/ specimen
PERENNIALS
kfr 27 Karl Foerster Reed Grass Calamagrostis x acutiflora 'Karl Foerster'2 year pot 600mm O.C
N
SCALE: 1:200
0 5 10 20m
PROPERTY LINE
150mm DEPTH, 75-100mm Ø RIVER ROCK MULCH INSTALLED
WITH HD LANDSCAPE FABRIC WITH AN OVERLAP OF 500mm.
QTY. 595.10 m²
ALUMINUM EDGER
LOUGHEED HIGHWAY
28
7
S
T
R
E
E
T
PROJECT SITE
NOTES
Refer to Town of Maple Ridge General Construction Standards in its latest edition. Plant material and construction methods shall meetor exceed CSLA standards.
1.0 SOIL
1.0 Plant material and construction methods shall meet or exceed CSLA standards..
1.1 Contractor to submit soil samples be used for the intended project to a professional Agrologist for analysis and recommendations.
2.0 PLANT MATERIAL
2.1 All plant material is to be nursery grown stock and shall meet or exceed the horticulture standards of the "Guide Specifications for Nursery Stock" of the Canadian Nursery Trades Association for size, height, spread, grading, quality and method of cultivation.
3.0 MULCHES
3.1 A mulch sample must be provided by the contractor for approval prior to site installation.
3.2 Wood mulch to be free of insects & disease, branches, leaves, shavings, sawdust, weeds, and stones.
4.0 WATERING
4.1 Contractor to water all plant material, seed and sod on-site to ensure continuous healthy growth.
4.2 Contractor to supply clean fresh water, water tanker, equipment, sprinkler and labour necessary to adequately and efficiently apply water to all plant material, seed and sod on-site.
4.3 Contractor to monitor moisture levels of individual plants species and apply sufficient water to each plant to ensure continuous healthy growth. Apply sufficient water to obtain moisture saturation of the rootball of the plant.
5.0 RESTORATION REQUIREMENTS:
5.1 Prevent damage to fencing, plant materials, natural features, benchmarks, buildings, pavement, curbs, culverts, and utilities, and make good any changes.
/
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LANDSCAPE ARCHITECTURE
=
D
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0
Revision
00
Designed by:
Drawn by:
Job No.:Scale:
Date:
Checked by:RJ
No DescriptionRev Date By
00 00 RJ
47 Greenwich Crescent, St Albert, AB
Tel (587) 983-3498
Email ryan@jonesla.ca
Seal
MAPLE RIDGE, BC
RUSKIN CENTEX
Drawing
Sheet Number
287 ST. AND LOUGHEED HIGHWAY
2022-05-18 VM
RJ
05/18/22
AS NOTED
Issued for Municipal Review
L2
DETAILS
TYPICAL TREE INSTALLATION1 TYPICAL SHRUB PLANTIN*
PROPER SHRUB FORM. DECIDUOUS
DISEASED BRANCHES TO MAINTAIN
PRUNE ONLY DEAD, BROKEN, OR
ONLY.
NOTES:
1.
LANDSCAPE WEED LINER
ALIGNMENTS.
U.G. POWER, TELEPHONE AND GAS
DO NOT ROTOTILL WITHIN 1.0m OF
3.
2.
(OPTIONAL) PRIOR TO EXCAVATION
SHRUB. ROLL WEED LINER BACK,
LIMITS OF ROOTBALL AND PLANT
ROLL WEED LINER BACK BEYOND
PROPOSED SHRUB LOCATION.
120mm INTERVALS FROM CENTER OF
FOR SHRUB, CUT WEED LINER AT
ALL DIMENSIONS ARE IN
MILLIMETERS UNLESS NOTED
WATER IN AND MULCH AS
OTHERWISE.
REQUIRED.
4.
TAPER MULCH TO BASE OF SHRUB.
OR APPROVED EQUAL.
100mm MIN. MULCH AS SPECIFIED
SOD, TO THE SATISFACTION OF THE
REESTABLISH ANY DAMAGED SEED/
OWNER / CONSULTANT.
SPREAD ROOTS EVENLY
350mm MIN. DEPTH LIGHTLY
COMPACTED TOPSOIL.
PRUNE ALL DAMAGED ROOTS
THROUGHOUT CLASS 'B' TOPSOIL.
TOPSOIL, SAND, AND PEAT AS PER
CONSULTANTS DIRECTION.
UNDISTURBED NATIVE SUBSOIL
ROTOTILL 150mm NATIVE SOIL, ADD
SPECIFICATIONS.
TOPSOIL
OWNER / CONSULTANT.
FROM TOP OF ROOTBALL, POSITION
TOP OF ROOTBALL 50mm MAX.
BELOW FINISH GRADE. BURLAP TO
BE TREATED NATURAL FIBER.
ROOTBALL MINIMUM SIZE AS PER
FOLD 1/3 WIRE BASKET AND BURLAP
SOD, TO THE SATISFACTION OF THE
LIGHTLY COMPACTED CLASS 'B'
REESTABLISH ANY DAMAGED SEED/
UNDISTURBED NATIVE SOIL
SCARIFY WALL OF TREE WELL.
100mm MIN. MULCH AS SPECIFIED
OVER EXPOSED ROOTBALL. TAPER
MULCH TO BASE OF TREE.
MIN. 300mm INTO UNDISTURBED SOIL.
(7-1/2 POUND). TREE STAKE SET
TREE STAKES MIN. 2.1m LENGTH
STUDDED HEAVYWEIGHT T-POSTS
2 STAKES PER TREE. ALL EXPOSED
PORTIONS OF TREE STAKES FREE
OF RUST SCALED AND PRIMED.
RUBBER BLACK HOSE - 12mm OR
APPROVED EQUAL. POSITIONED
APPROX. 3/5 HT. FOR ALL TREES.
GALVANIZED GUY WIRE No. 12 MIN.
NOTED OTHERWISE.
ALIGNMENTS.WINDS.
1.
NOTES:
3.
4.
PRUNE ONLY DEAD, BROKEN, OR
DISEASED TREE LIMBS.
IF MINIMUM UTILITY SETBACKS PERMIT POSITION
TREE STAKES INTO DIRECTION OF PREVAILING
CLEARANCE FROM ALL U.G. POWER, TELEPHONE
AND GAS ALIGNMENTS.
DIG ALL ROOT HOLES BY HAND
THAN 1.0m TO U.G.
MILLIMETERS UNLESS ALL DIMENSIONS ARE IN2.ALL TREE STAKES TO MAINTAIN MINIMUM 1.0m
WHEN CLOSER
POWER, TELEPHONE AND GAS
LANDSCAPE EDGER AS SPECIFIED
EDGER W/ MULCH LEVEL WITH TOP EDGE
B&B ROOTBALL
EQ
U
A
L
EQ
U
A
L
TYP.
300
AT 2
STAKES
ANGLE
TYP.
100
DECIDUOUS
LESS THAN 100mm CALIPER
CONIFEROUS
LESS THAN 3.0m HEIGHT
150
DETAIL n.t.s.
LANDSCAPE EDGER AS SPECIFIED
EDGER W/ MULCH LEVEL WITH TOP EDGE
150mm
EDGING DETAIL
n.t.s.TYPICAL
CONIFEROUS OR DECIDUOUS SHRUB
PLANTING BED EDGING
MIN. 450mm BACK OF
PLANTING BED WIDTH VARIES
BARE
ROOT
ROOT
POTTED
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REISSUED FOR SITE DEVELOPMENT
DRAWN BY:
CHECKED BY:
ENGINEER:
PROJECT #:
SCALE:
DRAWING NO.SHEET
PROJECT
DESCRIPTION
No. Description Date
COPYRIGHT RESERVED
THESE DRAWINGS AND DESIGN ARE THE EXCLUSIVE
PROPERTY OF DESIGN WORKS ENGINEERING LTD.
AND MAY NOT BE REPRODUCED IN ANY WAY OR FORM
WITHOUT THE DIRECT WRITTEN PERMISSION OF DESIGN WORKS
ENGINEERING LTD.
NOTES
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
UNLESS IT IS SIGNED AND SEALED, AND DRAWINGS HAVE BEEN
ISSUED FOR CONSTRUCTION IN THE TABLE BELOW.
DO NOT SCALE THIS DRAWING.
P: 780 814 5533 F: 780 814 5533
#116 8805 Resources Road, Grande Prairie, AB
T8V 3A6
info@designworkseng.com
www.designworkseng.com
COPYRIGHT 2021
DESIGN WORKS ENGINEERING LTD.
SEAL PERMIT
CLIENT
ARCHITECT
FOR BC HYDRO APPLICATION
2020-01-24ISSUED FOR REVIEW1
2020-02-19ISSUED FOR BLDG. PERMIT2
2021-03-263
ISSUED FOR SITE DEVELOPMENT 2021-11-094
AS NOTED
RADP
AL NEIL CABALLES
180214
MOSES NORGA, P. ENG
2
Ruskin Centex
2022-05-275
Site Lighting Study
Plan
E1.0 1
1
E1.0
Site Lighting Study Plan
NORTH
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May 27 2022
--------
T
I/
Luminaire list (Site 1)
Index Manufacturer Article name Item number Fitting Luminous flux Light loss factor Connected load Quantity Mounting Height
111 LSI INDUSTRIES,
INC.CRUS-SC-LW-50 1x 11146 lm 0.80 73 W 24 @14FT-6IN
112
COOPER LIGHTING
SOLUTIONS -
LUMARK
(FORMERLY EATON)
CROSSTOUR 58W WALL MOUNT
LED XTOR6B-W 1x EATON LED
4000K 6037 lm 0.90 58 W 10 12FT-9.5IN
113 Lithonia Lighting DSX1 LED P7 40K T3M MVOLT
with houseside shield
DSX1 LED P7 40K
T3M MVOLT HS 1x LED 16320 lm 0.80 183 W 1 25FT
114 Lithonia Lighting DSX1 LED P8 40K TFTM MVOLT DSX1 LED P8 40K
TFTM MVOLT 1x 24252 lm 0.90 207 W 1 25FT
115 Lithonia Lighting DSX1 LED P5 40K T3M MVOLT
with houseside shield
DSX1 LED P5 40K
T3M MVOLT HS 1x LED 12460 lm 0.80 138 W 1 25FT
116
COOPER LIGHTING
SOLUTIONS -
LUMARK
(FORMERLY EATON)
CROSSTOUR 12W WALL MOUNT
LED XTOR1B-W 1x EATON LED
4000K 1396 lm 0.90 12.2 W 5 8FT-9IN
117 Lithonia Lighting DSX1 LED P8 40K T4M MVOLT
with houseside shield
DSX1 LED P8 40K
T4M MVOLT HS 1x LED 18424 lm 0.80 207 W 4 25FT
LUMINAIRES LED CANOPY LUMINAIRE
LAMP LED
LAMP OUTPUT 11146
BALLAST LED DRIVER
HOUSING DIE-CAST ALUMINUM
LENS DIFFUSED TEMPERED GLASS LENS
INPUT WATTAGE 73 W
MOUNTING CANOPY RECESSED
SPECIAL
REQUIREMENTS NA
ACCEPTABLE
PRODUCTS
LSI INDUSTRIES INC. CRUS-SC-LW-50 (OR
APPROVED EQUIVALENT)
LUMINAIRE TYPE 111
LUMINAIRES WALLPACK OUTDOOR
LAMP LED
LAMP OUTPUT 6037
BALLAST -
HOUSING DIE-CAST ALUMINUM
LENS FULL CUTOFF AND REFRACTIVE LENS
INPUT WATTAGE 58 W
MOUNTING EXTERIOR WALL SURFACE
SPECIAL
REQUIREMENTS N/A
ACCEPTABLE
PRODUCTS
LUMARK - XTOR6B - W
(OR APPROVED EQUIVALENT)
LUMINAIRE TYPE 112
LUMINAIRES WALLPACK OUTDOOR
LAMP LED
LAMP OUTPUT 1396
BALLAST -
HOUSING DIE-CAST ALUMINUM
LENS FULL CUTOFF AND REFRACTIVE LENS
INPUT WATTAGE 12.2 W
MOUNTING WALL SURFACE
SPECIAL
REQUIREMENTS N/A
ACCEPTABLE
PRODUCTS
LUMARK - XTOR1B-W
(OR APPROVED EQUIVALENT)
LUMINAIRE TYPE 116
LUMINAIRES LED AREA LUMINAIRE
LAMP LED
LAMP OUTPUT 16320
BALLAST -
HOUSING DIE-CAST ALUMINUM
LENS ACRYLIC LENSES
INPUT WATTAGE 183 W
MOUNTING 22FT POLE MOUNTED
SPECIAL
REQUIREMENTS -
ACCEPTABLE
PRODUCTS
LITHONIA - DSX1 LED P7 40K T3M MVOLT HS
(OR APPROVED EQUIVALENT)
LUMINAIRE TYPE 113
LUMINAIRES LED AREA LUMINAIRE
LAMP LED
LAMP OUTPUT 24252
BALLAST -
HOUSING DIE-CAST ALUMINUM
LENS ACRYLIC LENSES
INPUT WATTAGE 207 W
MOUNTING 22FT POLE MOUNTED
SPECIAL
REQUIREMENTS -
ACCEPTABLE
PRODUCTS
LITHONIA - DSX1 LED P8 40K TFTM MVOLT(OR
APPROVED EQUIVALENT)
LUMINAIRE TYPE 114
LUMINAIRES LED AREA LUMINAIRE
LAMP LED
LAMP OUTPUT 12460
BALLAST -
HOUSING DIE-CAST ALUMINUM
LENS ACRYLIC LENSES
INPUT WATTAGE 138 W
MOUNTING 20FT POLE MOUNTED
SPECIAL
REQUIREMENTS -
ACCEPTABLE
PRODUCTS
LITHONIA - DSX1 LED P5 40K T3M MVOLT (OR
APPROVED EQUIVALENT)
LUMINAIRE TYPE 115
LUMINAIRES LED AREA LUMINAIRE
LAMP LED
LAMP OUTPUT 18424
BALLAST -
HOUSING DIE-CAST ALUMINUM
LENS ACRYLIC LENSES
INPUT WATTAGE 207 W
MOUNTING 22FT POLE MOUNTED
SPECIAL
REQUIREMENTS -
ACCEPTABLE
PRODUCTS
LITHONIA - DSX1 LED P8 40K T4M MVOLT HS
(OR APPROVED EQUIVALENT)
LUMINAIRE TYPE 117
FINAL GRADE
SQUARE STEEL LIGHT POLE
LIGHT FIXTURE TO BE AS
PER LIGHTING FIXTURE
SCHEDULE NUMBER OF
FIXTURES AS INDICATED
ON DWGS.
RIGID PVC
CONDUIT
CONCRETE BASE C/W REBAR BY
GENERAL CONTRACTOR. REFER
TO STRUCTURAL DRAWINGS
36
"
DEPTH AND WIDTH
TO STRUCTURAL
SPECIFICATION
36
"
BOND BOLT
POLE
HANDHOLE
22
'
PO
L
E
#Name Parameter Min Max Average Min/average Min/max
1 parking01 Perpendicular
illuminance (Adaptive)6.62 lx 48.3 lx 25.5 lx 0.26 0.14
2 parking03 Perpendicular
illuminance (Adaptive)4.53 lx 48.1 lx 24.8 lx 0.18 0.094
3 parking04 Perpendicular
illuminance (Adaptive)22.6 lx 164 lx 60.4 lx 0.37 0.14
4 Drv01 Perpendicular
illuminance (Adaptive)1.10 lx 257 lx 33.3 lx 0.033 0.004
5 Drv02 Perpendicular
illuminance (Adaptive)13.5 lx 54.7 lx 26.6 lx 0.51 0.25
6 Workplane (drivethru)Perpendicular
illuminance (Adaptive)3.56 lx 227 lx 33.9 lx 0.11 0.016
7 Workplane (gaspump
area)
Perpendicular
illuminance (Adaptive)3.35 lx 518 lx 95.4 lx 0.035 0.006
8 Workplane (sidewalk)Perpendicular
illuminance (Adaptive)8.08 lx 215 lx 69.4 lx 0.12 0.038
9 Workplane (boundary)Perpendicular
illuminance (Adaptive)0.43 lx 43.0 lx 9.62 lx 0.045 0.010
10 Workplane
(boundary1)
Perpendicular
illuminance (Adaptive)1.67 lx 45.6 lx 15.4 lx 0.11 0.037
11 Workplane
(boundary02)
Perpendicular
illuminance (Adaptive)0.86 lx 46.2 lx 9.51 lx 0.090 0.019
REISSUED FOR SITE DEVELOPMENT
DRAWN BY:
CHECKED BY:
ENGINEER:
PROJECT #:
SCALE:
DRAWING NO.SHEET
PROJECT
DESCRIPTION
No. Description Date
COPYRIGHT RESERVED
THESE DRAWINGS AND DESIGN ARE THE EXCLUSIVE
PROPERTY OF DESIGN WORKS ENGINEERING LTD.
AND MAY NOT BE REPRODUCED IN ANY WAY OR FORM
WITHOUT THE DIRECT WRITTEN PERMISSION OF DESIGN WORKS
ENGINEERING LTD.
NOTES
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
UNLESS IT IS SIGNED AND SEALED, AND DRAWINGS HAVE BEEN
ISSUED FOR CONSTRUCTION IN THE TABLE BELOW.
DO NOT SCALE THIS DRAWING.
P: 780 814 5533 F: 780 814 5533
#116 8805 Resources Road, Grande Prairie, AB
T8V 3A6
info@designworkseng.com
www.designworkseng.com
COPYRIGHT 2021
DESIGN WORKS ENGINEERING LTD.
SEAL PERMIT
CLIENT
ARCHITECT
FOR BC HYDRO APPLICATION
2020-01-24ISSUED FOR REVIEW1
2020-02-19ISSUED FOR BLDG. PERMIT2
2021-03-263
ISSUED FOR SITE DEVELOPMENT 2021-11-094
AS NOTED
RADP
AL NEIL CABALLES
180214
MOSES NORGA, P. ENG
2
Ruskin Centex
2022-05-275
Lighting Schedule,
Photomectric Calcs. &
Details
E1.1 2
1
E1.1
Light Pole Detail
Scale: NTS
"---...,_----,
■
< -----...... """II
·s .,·>¾<,~-, ,~. ~ ,, ·<· .;·., __ .· J'
"-·.c -~,,~ ,_,:;~/,. Pe,m ;t #: 10orn15
May 27 2022
V
Explanatory Notes / Discussion:
Design Criteria
The drainage design criteria for the project are based on the principals outlined in the BCMoTI Supplement to TAC Geometrics
Design Guide -1000 Hydraulics Chapter. This drainage assessment is limited to evaluating onsite storm sewer pipes. No
pavement drainage, roadside ditches, or catch basin design is included in this scope of work. The design criteria noted below
provide a summary of the key design items.
Hydrology
• Flow rates to be calculated using the Rational Method
• Rainfall Intensity Duration Frequency (IDF) Data to be based on IDF CC Tools for ungauged IDF for Lat: 49.17388° and Lon:
Ͳ122.42822°(onsitelocation)
Design Component Design
Life or
Return
Period
Design
Criteria +
(Units)
Design
Value
Without
Climate
Change
Change in
Design
Value
from
Future
Climate
Design
Value
Including
Climate
Change
Adaptation
Cost
Estimate
($)
Comments / Notes
/ Deviations /
Variances
300mm stormwater
pipe from STM
CBMH-1 to CBMH-2
100yr RP Flow Rate
(m3/s) 0.040 0.0084 0.0484 $0
Storm sewer pipe
connected two
storm storage
ponds, will be
surcharged during
the storm event
300mm stormwater
pipe from STM
CBMH-2 to STC-
EF04
100 yr RP Flow Rate
(m3/s) 0.113 0.0113 0.137 $0
inlet control device
to be used to
control the release
rate at 1:5 year pre-
development flow
rate 0.113 m3/s
250mm stormwater
pipe outlet pipe from
STC-EF04 to
CB/DW-3
100 yr RP Flow Rate
(m3/s) 0.113 0.0113 0.137 $0
Outlet storm pipe to
CB/DW-3 at 1:5
year pre-
development flow
rate 0.113m3/s
Design Criteria Sheet for Climate Change Resilience
Highway Infrastructure Engineering Design and Climate Change Adaptation
BC Ministry of Transportation and Infrastructure
(Separate Criteria Sheet per Discipline)
(Submit all sheets to the Chief Engineers Office at:
BCMoTI-ChiefEngineersOffice@gov.bc.ca)
Project: SilverdaleCentex(gasͲstation,cͲstore&foodpartner)
Typeofwork:CommercialreͲdevelopment
Location:9450287Street,MapleRidge,BC
Discipline:CivilEngineeringDesign
Sewer Pipes
•Sewer pipes diameter between 250mm to 300 mm are to be sized for the pre-development 5-year return period design
flow rate
• Outlet-controlled 250mmm pipe is to be sized to limit the head loss across the culvert to 250 mm
• Inlet-controlled 300mm is to be sized to limit the headwater-to-diameter (HW/D) ratio to 0.9
Design Life
75 year – return period design
Climate Change Risk
In accordance with BCMoTI Climate Change Technical Circular T-04/19, the potential impacts of future climate change need to be
considered on all Ministry projects. For the drainage design components of this project, future climate change is anticipated to
increase the amount of rainfall.
Climate Change Estimate
IDFFC (Western University Ontario)
Using the IDFCC tool to estimate increases to rainfall intensities for Ungauged IDF onsite for Lat: 49.17388° and Lon: -
122.42822° gauge from year 2015 to 2100. Using climate Model SSP5.85 change scenario, looked at the estimated increases to
rainfall rates for a variety of return periods and storm durations. Looking at storm durations from 5 minutes to 24 hours for the 100-
year return period, the estimated increase in rainfall intensity to 21%.
Flow Estimate
Estimated the post development 100-year peak flow rate for the storm sewer pipe using the Rational Method. The peak flow is a
function of the catchment area, runoff coefficient, and rainfall intensity. To account for climate change, applied an increase of 21%,
resulting in a design rainfall intensity of 140 mm/hr. Using these values, estimated a peak 100-year design flow rate of 0.272
m3/s. However, the allowable stormwater flow rate from site is restricted to pre-development 1:5 year return period flow rate.
Results-Sewer Hydraulic
Estimated length of the storm sewer pipe CBMH-2 to STC-EF04 and STC-EF-04 to CB/DW-3 are 16.653m and 5.5m; at 2.3%
and 6.0% slope; and have pipe capacity of 0.156m3/s and 0.155m3/s, respectively. At the restricted design flow rate of 0.113
m3/s, therefore, the storm sewer pipes appear to have sufficient capacity
Recommended by: Engineer of Record: Edmund Li, P.Eng.
(Print Name / Provide Seal & Signature)
Date: May 06, 2022
Engineering Firm: ELI Consulting Inc.
Accepted by BCMoTI Consultant Liaison: _______________________________________________________________
(For External Design)
Deviations and Variances Approved by the Chief Engineer: _________________________________________________
Program Contact: Chief Engineer BCMoTI
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 1
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Subdivision Development
Drainage Report – Revision 1
Proposed Silverdale Centex (Gas Station, C-store & Food Partners)
9450 287 Street, Maple Ridge, BC
eDAS File# 2021-05741
DP File # 2019-402-DP
Prepared for:
Centex Petroleum
Prepared by:
ELI Consulting, Inc.
Civil Engineering, Erosion & Sediment Control
230 Edgebrook Circle NW
Calgary, Alberta T3A 5A2
Canada
Phone: (403) 607-0049
email: edmund@eliconsult.ca
May 06, 2022
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 2
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Attention: Ms. Sally Case
Development Officer | Service Area 6
Ministry of Transportation and Infrastructure
310-1500 Woolridge Street
Coquitlam, British Columbia
V3K 0B8
March 31, 2022
eDAS File# 2021-05741 – Site Grading Plan
Dear Sally:
On behalf of Centex Petroleum, we are submitting a copy of the Subdivision Development Drainage Report to
support the development of Silverdale Centex (Gas Station, C-store and Food Partner) for 9450 287 Street
Maple Ridge, BC for your review and approval.
We trust this additional information is sufficient for your approval. Should you require any additional
information, please do not hesitate to call me at 403-607-0049.
Sincerely,
Edmund Li, P.Eng.
ELI Consulting Inc.
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 3
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
1.0 Introduction
ELI Consulting Inc. (ELI) has been retained by the Centex Petroleum to prepare a Subdivision
Development Drainage Report (SDDR) in support of design drawings for the approval for Application
Submission Confirmation eDAS File # 2021-05741 Site Grading Plan for an existing site re-
development of proposed Silverdale Centex Gas Station, C-Store, and Food Partner at 9450 287
Street, Maple Ridge, BC. This report outlines the results of the pre and post-development flows,
design storm details, and detention storage and run-off flow control.
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 4
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
2.0 Site Description and Drainage Design
The project site is located in Maple Ridge, BC, bounded by Lougheed Highway to the south, 287 Street to the
west and existing commercial development to the north and east. (see Figure 1), is legally described as Rem
29 Plan 47148. The existing site is occupied by Ruskin Gas Station and C-Store. The proposed site re-
development included demolition/renovation of existing building with new Centex Petroleum Gas Station, C-
Store and Food Partner.
Fig # 1 Project Site
The existing site development study area covers about 0.8344ha, which consisted of sub-catchment area SC
1-1-1 (building roof area) = 671m2, sub-catchment area SC 1-2-1 (concrete area) =156m2, sub-catchment
area SC 1-3-1 (asphalt area) = 7199m2 and sub-catchment area SC 1-4-1 (landscaping area) = 318m2 (see
Drawing SP-03 Drainage Plan – Pre-Development).
The pre-development stormwater run-off on the north side of the existing building was draining overland free
flow from west to east to the neighbouring property then free flow overland to an existing catchbasin
(assumed to be drywell) at the end of road ditch along north side of Lougheed Highway; and the stormwater
run-off on the southwest portion of the existing building was captured by the existing onsite catchbasins that
were connected to an existing manhole (assumed to be dry well) onsite and the stormwater run-off of
remaining southeast portion of the existing building was draining free flow overland to the road ditch along
north side of Lougheed Highway.
All drainage from site ultimately drains to existing catchbasin/dry well located at the east end of the road ditch
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 5
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
along north side of Lougheed Highway.
The proposed site re-development study area covers about 0.834ha, which consisted of sub-catchment area
SC 1-1-1 (building roof area) = 574m2, sub-catchment areas SC 1-2-1, 1-2-2, 1-2-3, 1-2-4, 1-2-5, 1-2-6, 1-2-
7, and 1-2-8 (concrete area) =11321m2, sub-catchment area SC 1-3-1 (asphalt area) = 5435m2 and sub-
catchment areas SC 1-4-1, 1-4-2 and 1-4-3 (landscaping area) = 982m2. (see Drawing SP-04 – Drainage
Plan - Post Development)
The permissible discharge from site equals to the run-off generated from the post development 1:100 year
storm event to be controlled at the pre-development run-off generated from1:5 years storm event. The post
development stormwater run-off generated from the site collects at two (2) stormwater retention ponds TL #1
and TL #2 located on the east side of the development. The sub-catchment area SC 1-4-2, 1-2-5, 1-2-6, 1-2-
7, 1-2,8 and north portion of 1-3-1 are draining into TL#1, similarly, sub-catchment area SC 1-1-1, 1-2-1, 1-2-
2, 1-2-3,1-2-4, 1-4-1 and remaining portion 1-3-1 are draining into TL-2. The sub-catchment area 1-4-3 is
draining free flow overland into the road ditch along the north side of Lougheed Highway.
The post development stormwater retention pond TL#1 is drained via STM CBMH-1 to STM CBMH-2, and
stormwater retention pond TL#2 is drained via STM CBMH-2. An Inlet Control Device with orifice opening
R=70mm to be installed at STM CBMH-2. Both stormwater retention ponds operate as one combined
stormwater retention pond which is made possible by the fact that the rim elevations of both ponds is within
0.1m. All
All post development stormwater run-off drainage from site ultimately drains to existing catchbasin/dry well
located at the east end of the road ditch along north side of Lougheed Highway.
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 6
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
2.1 Design Objectives
The design criteria for the project site are based on drainage design submission of Ministry of
Transportation and Infrastructure, BC Supplement to TAC section 1010.03, including climate change
design criteria sheet, and City of Maple Ridge Design and Construction Documents Part 1 Design
Criteria Manual.
x All drainage systems must include run-off controls to limit post-development peak discharge
rates to the pre-development rate for 5 year return period storms.
x All additional Ministry requirement is an assessment of the receiving ditch or watercourse for
peak flows greater than a 5 year return period up to a 100 year return period.
x Will the roof runoff be directed to a foundation drainage system (collected/drained
underground) or downspouts discharge directly on the ground? If there will be a foundation
drainage system, where will it be connected to? Also, could part of the pavement runoff be
collected through catch basins and discharged to the underground system.
The pertinent design criteria and strategy are as follows:
2.2 Water Quantity
For urban watershed up to 1Km2, using Design Storm based on Rational Method
Qp = CiA/360
Qp is the peak flow, m3/s
C is the runoff coefficient
i is the rainfall intensity = P/Tc mm/hr
P is the total precipitation, mm
Tc is the time of concentration, hr
A is the drainage area, ha
Table 1 - Pre-Development Site Condition
SURFACE AREA (m2) RUNOFF COEFFICIENT C
EX. ROOF AREA 671 1.00
EX. CONCRETE AREA 156 1.00
EX. ASPHALT AREA 7199 0.90
EX. LANDSCAPING AREA 318 0.30
TOTAL 8344 0.89
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 7
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Table 2 - IDF CC Tools for Ungauged IDF
Time Of Concentration
( From City of Maple Ridge Design Criteria Manual, section D5.4)
Tc = Ti + Tt
Where Tc = time of concentration (minutes)
Ti = inlet or overland flow time (minutes)
Tt = travel time in sewer, ditches, channels or water courses (minutes)
Inlet or Overland Flow Time (Ti)
Typical inlet times for urban areas commercial/Industrial/Institutional = 5 minutes
Travel Time (Tt)
Tt = Ct*L*n / 12s0.5
Where Tt = TRAVEL TIME (MINUTES)
Ct = Flow travel coefficient (0.5)
L = Length of flow (131 m)
n = Roughness coefficient
0.013 asphalt, concrete lined channels, PVC pipe, or Concrete pipe
s = Slope in m/m (0.0145)
Therefore:
Tt = 0.5*131*0.013 / 12(0.0145)0.5
= 0.59 minutes
Tc = 5 + 0.59 =5.59 minutes
Ungauged IDF for: Lat: 49.17388 °, Lon: -122.42822 °
Station Info IDF hts.tnncal data ~ _ IDF under dimate change f;I
Fl
I Tables I Plots Interpolation Equations
Tota l precipitation amounts are presented in mm and precipitation intensity rates are p resente d in mm/h for different
return periods (Tl presented in years
O Tota l PPT (mm) ® Intensity ra tes (mm/h)
T (years) 2 5 10 20 25 so 100
S min 40.91 55.80 67.37 80.30 84.38 99.03 115 .63
lOmin 30.06 39.75 46.99 54.91 57.36 66.11 75.85
l5min 25.41 32.80 37.95 43.26 44.83 50.24 55.94
30min 18 .06 22.54 25 .44 28.40 29.21 32 .1 9 35 .37
l h 12.26 14.96 16.86 18.84 19.43 21.49 23.71
2 h 9.58 11.63 13 .07 14 .56 15 .0 1 16.54 18.17
6h 6.74 7.75 8 .41 9.05 9.23 9.87 10.53
12 h 5.17 6.25 6 .99 7.73 7.94 8 .67 9.42
24 h 3.76 4.69 5 .33 5.96 6.15 6.77 7.41
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 8
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Pre-development Storm Runoff Calculation:
Allowable discharge rate Qp1 to road ditch based on ungauged IDF for Lat: 49.17388° and Lon: -122.42822°
(onsite location) 5 year return period
5 minutes duration i = 55.80mm/hr
Qp1 = CiA/360 (m3//s)
where C = runoff coefficient
A = drainage area (ha)
i = rainfall intensity (mm/hr)
Qp1 = (0.887*0.8344*55.80)/360
= 0.115 m3/s
Allowable discharge rate Qp1 to road ditch based on ungauged IDF for Lat: 49.17388° and Lon: -122.42822°
(onsite location) 5 year return period
5.59 minutes duration i ~ 55mm/hr
Qp1 = CiA/360 (m3//s)
where C = runoff coefficient
A = drainage area (ha)
i = rainfall intensity (mm/hr)
Qp1 = (0.887*0.8344*55)/360
= 0.113m3/s
Allowable discharge rate Qp1 to road ditch based on ungauged IDF for Lat: 49.17388° and Lon: -122.42822°
(onsite location) 5 year return period
15 minutes duration i = 32.80mm/hr
Qp1 = CiA/360 (m3//s)
where C = runoff coefficient
A = drainage area (ha)
i = rainfall intensity (mm/hr)
Qp1 = (0.887*0.8344*32.80)/360
= 0.067 m3/s
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 9
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Table 3 Post Development Site Condition
SURFACE AREA (m2) RUNOFF COEFFICIENT C
ROOF AREA 574 1.00
CONCRETE AREA 1321 1.00
ASPHALT AREA 5435 0.90
LANDSCAPING AREA 982 0.30
TOTAL 8344 0.85
Table 4 - IDF CC Tools for Ungauged IDF under Climate Change
Ungauged IDF for: Lat: 49.17388 °, Lon: -122.42822 °
Station Info IDF historical data ~ IDF undel" d1mate mani:,, ~
Ctimate Model Setection SSPl.26 ~ SSP2 .45 ~ SSP3.70 I SSPS.85 Comparison Graphs
1 I Tables I Plots Interpolation Equations Box Plot· Uncertainty ~
Tota l precipitation amounts presented in mm and precipitation intensity rates presented in mm/h for different re tu rn
periods (T) presented i n years
0 Total PPT (mm) ®Intensity ra tes (mm/h)
T (years) 2 5 10 20 2 5 50 100
5 min 47.14 65.46 80.26 95.95 100.92 1 1 9.22 140.00
10 min 34.63 46.62 55.98 65 .62 68.60 79.58 91.84
15 min 29.27 38.48 4 5.21 51.69 53.61 60.48 67-73
30 min 20.81 26.44 30.31 33 .94 34.94 38.75 42 .83
I h 14.12 17.55 20.08 22.51 23.23 25.87 28-70
2h 1 1.04 13 .64 15.57 17.40 17.95 19.92 22.00
6h 7.77 9.10 10.01 10.82 11.04 11.88 12-75
12 h 5.95 7.34 8 .33 9 .2 3 9.50 10.44 11.41
24 h 4.33 5.51 6.35 7.13 7-35 8.1 5 8.98
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 10
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Post Development Storm Runoff Calculation:
Actual discharge rate Qp2 to road ditch based on ungauged IDF for Lat: 49.17388° and Lon: -122.42822°
(onsite location) 100 year return period under climate change
5 minutes duration i = 140.00mm/hr
Qp1 = CiA/360 (m3//s)
where C = runoff coefficient
A = drainage area (ha)
i = rainfall intensity (mm/hr)
Qp1 = (0.85*0.8344*140)/360
= 0.276m3/s
Actual discharge rate Qp2 to road ditch based on ungauged IDF for Lat: 49.17388° and Lon: -122.42822°
(onsite location) 100 year return period under climate change
5.59 minutes duration i ~138mm/hr
Qp1 = CiA/360 (m3//s)
where C = runoff coefficient
A = drainage area (ha)
i = rainfall intensity (mm/hr)
Qp1 = (0.85*0.8344*138)/360
= 0.272m3/s
Actual discharge rate Qp2 to road ditch based on ungauged IDF for Lat: 49.17388° and Lon: -122.42822°
(onsite location) 100 year return period under climate change
15 minutes duration i =67.73mm/hr
Qp1 = CiA/360 (m3//s)
where C = runoff coefficient
A = drainage area (ha)
i = rainfall intensity (mm/hr)
Qp1 = (0.85*0.8344*67.73)/360
= 0.133m3/s
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 11
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Design Volume (Small Catchments)
(From City of Maple Ridge Design Criteria Manual, section D7.2)
Storage Volume = Tr *(Qp2-Qrel) + 0.5*Tc*((1/Qp2)-(1/Qp1)) *(Qrel)^2
Where Tr = duration of specified storm (seconds)
Tc = Time of Concentration (seconds) 5.59minutes
Qp1 = peak flow for storm duration Tr=Tc (m3/s) 0.113m3/s
Qp2 = peak flow for specified storm duration (m3/s)
Qrel = maximum release rate (m3/s) 0.113m3/s
Table 5 Results of 1:100 year storm event required storage volume
Hyd
No.
Rainfall
Duration
Tr (min)
Rainfall
intensity
I (mm/hr)
Peak Flow
QP2 (m3/s)
Inflow
Runoff
Volume
(m3)
Max
Release
Rate
Qrel (m3/s)
Required
Storage
Volume (m3)
1 5 140 0.276 82.8 0.113 37.72
2 15 67.73 0.133 119.7 0.113 15.15
3 5.59 138 0.272 91.2 0.113 42.25
Table 6 Results of Stormwater Retention Storage Pond Analysis
Number1 Low Point
Elevation
Spill Conditions 1:100 Year Event Results
MG
Elevation3 Capacity
Depth
Elevation Storage
Volume2
Spillover
Volume Depth Elevation
m3 m m m3 m3 m m
TL #1 9.415
88
0.245 9.660
42.25
0 0.200
9.615 10.63 TL #2 9.448 0.212 9.660 0 0.167
Table 6 Permissible Discharge Rates and On-site Storage Requirements
Location Manhole
Number
Invert Rim
Elevation
HGL Area Discharge
Rate
Storage
Volume
(m) (m) (m) (ha) (m3/s) (m3)
TL #1 CBMH-01 8.115 9.415 9.660 0.2950 0.113 42.25
TL #2 CBMH-02 7.880 9.448 9.660 0.5394
The selection of Orifice ICDs is such that the catchbasin manhole CBMH and stormwater retention ponds
have adequate capacity to convey the resulting peak 1:100 year discharge rate under climate change
IMPACT without resulting in overflow conditions.
The overall flow exiting the entire site is 0.113 m3/s is equal to the total permissible discharge rate of 0.113
m3/s.
The storm storage pond volume required is 42.25m3, and storm storage ponds volume provided is 88m3.
All flows are to be fully retained within the site without spill onto the surrounding roadways or properties for a
1:100year design event.
I I I I I
Subdivision Development Drainage Report – Rev. 0 for Centex Petroleum Page 12
Silverdale Centex 9450 287 Street, Maple Ridge, BC
MARCH 2022
Release Control - Orifice ICD calculation
Qrel = 0.6*3.1416*r^2(2*9.81(H-r))^0.5
= 0.6*3.1416*(0.102)^2*(2*9.81(1.78-0.102))^0.5
= 0.113m3/s
Therefore Orifice Opening R=102mm
2.3 Water Quality
For water quality enhancement, the runoff from catchment 1 be treated by on-site oil/grit separator
Stormceptor STC-EF04 prior to release to STM DRYWELL CB/ DW-3 at the road ditch.
2.4 Major - Minor System
There is no existing public storm sewer system at 287 Street except road ditches along Lougheed Highway.
There is a storm sewer minor system on the site to capture and control to limit post-development peak
discharge rates for 1:100 year return period storm to the pre-development rate for 5 year return period storms.
2.5 Minor System Capture
Table 7 Results of On-site Storm Sewer System Analysis
Pipe Section Size Slope Capacity Velocity
Peak
1:100
Year Flow
From To (mm) (%) (L/s) (m/s) (L/s)
CBMH-1 CBMH-2 *300 0.3 66.7 0.996 113
CBMH-2 STC-EF04 300 2.3 156.3 2.33 113
STC-
EF04 CB/DW-3 250 6.0 155.3 3.36 113
CBMH-1 to CBMH-2 *300 mm storm pipe is under surcharge condition during storm event.
3.0 Summary of Findings, Conclusions, and Recommendations
1. Pre-Development 1:5 year storm return period with 5.59 minutes duration run-off flow rate
= 0.113 m3/s.
2. Post Development 1:100 year storm return period under climate change impact with 5.59 minutes
duration peak flow rate = 0.276m3/s.
3. Stormwater storage volume required under climate change impact = 42.25m3, and stormwater pond
TL#1 and # 2 storage volume provided 88m3.
4. Post Development Permissible Discharge Rate is equal to Pre-Development run-off flow rate
0.113m3/s.
5. Post Development Permissible Discharge Rate is controlled by Orifice plate with opening R=102mm.
6. Water quality from site to be treated by Stormceptor STC-EF04 prior to discharge to STM drywell
CB/DW-03
7. The existing site do not have public storm sewer along 287 Street, controlled release from site to be
discharged into STM drywell CB/DW-03 at Lougheed Highway north road ditch.
8. The section of Lougheed Highway north road ditch does not have any other outlet except thru
catchbasin drywell infiltration.
9. There is no new ditch or culvert required for the project.
10. The proposed building does not have foundation drains, and the roof drains to be directed to asphalt
pavement.
CORPORATE AUTHORIZATION
We agree and certify that all requirements on this template have been reviewed and properly identified as
part of this submission. We understand that this template will be used as a tool for review and approval of
drainage reports and accept responsibility and liability for the designs in this submission.
RESPONSIBLE ENGINEER
EDMUND LI, P.ENG
MAY 06, 2022
Drawings
SP 01 Site Servicing Plan
SP 02 Grading Plan
SP 03 Drainage Plan – Pre-Development
SP 04 Drainage Plan – Post Development
SP 05 Details
REFERENCES
x BC MoTI Supplement to TAC Geometric Design Guide
x City of Maple Ridge – Design and Construction Documents Part 1 Design Criteria Manual
x Manning’s Calculator – J.F. Sabourin and Associates Inc.
x Technical Circular T-04/19
x IDF CC Tool – Western University Ontario
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GENERAL NOTES:
MUNICIPAL ADDRESS
9450 287 STREET
MAPLE RIDGE, BC
LEGAL ADDRESS
REM29
PLAN47148
OWNER:
CENTEX PETROLEUM
PROJECT:
SILVERDALE CENTEX
(GAS STATION, C-STORE &
FOOD PARTNERS)
fflLE:
SITE SERVICING PLAN
DRAWN BY: CAD FILE:
ELI E22-D1-SP01
DESIGNED BY: DATE:
ELI 20/01/2022
CHKD BY: SCALE:
ELI AS SHOWN
ELI Consulting Inc.
CML ENGINEERING . EROSION &: SEDIMENT CONTROL
230 Edgat>nx>k Clrcle NW, Cc,'9al)', AB T3' 6A2
Tel; 40J-l307-0CH9 Emal; edmunc:llhllconeult.co
The Association of Professional
Engineers, Geologists and
Geophysicists of Alberta PERMIT
NU UBER: P ons7
DRAWING NO. REV NO.
SP-01 2
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GENERAL NOTES:
1. ALL ELEVATIONS, STATIONS, PIPE LENGTH,
AND DIMENSIONS IN METRES AND PIPE
SIZES IN MILLIMETRES UNLESS NOTED
OTHERWISE.
2. SITE PLAN IS PROVIDED BY DESIGN
WORKS .
3. EXISTING TOPOGRAPHY SURVEY INFO IS
PROVIDED BY WADE & ASSOCIATES LAND
SURVEYING LTD.
4. ALL EXISTING UNDERGROUND UTILITIES
AND SITE SERVICES ARE BASED ON
EXISTING SITE SURVEY INFORMATION. IT
IS STRONGLY RECOMMENDED HYDROVAC
OF THESE LINES PRIOR TO
CONSTRUCTION.
5. ALL WORK TO CONFIRM TO THE CITY OF
MAPLE RIDGE DESIGN AND
CONSTRUCTION STANDARDS.
6. CONTRACTOR TO CONFIRM LOCATION OF
ALL ONSITE EXISTING UTILITIES TIE-IN
PRIOR TO CONSTRUCTION & NOTIFY
ENGINEER OF ANY DISCREPANCIES PRIOR
TO CONSTRUCTION.
7. CONTRACTOR SHALL CHECK ALL PLANS,
REPORT ANY CONFLICTS TO ENGINEER
PRIOR TO CONSTRUCTION.
MUNICIPAL ADDRESS
9450 287 STREET
MAPLE RIDGE, BC
LEGAL ADDRESS
REM29
PLAN47148
OWNER:
CENTEX PETROLEUM
PROJECT:
SILVERDALE CENTEX
(GAS STATION, C-STORE &
FOOD PARTNERS)
fflLE:
GRADING PLAN
DRAWN BY: CAD FILE:
ELI E22-01-SP01
DESIGNED BY: DATE:
ELI 20/01/2022
CHKD BY: SCALE:
ELI AS SHOWN
ELI Consulting Inc.
CML ENGINEERING . EROSION &: SEDIMENT CONTROL
230 Edgat>nx>k Clrcle NW, Cc,'9al)', AB T3' 6A2
Tel; 40J-l307-0CH9 Emal; edmunc:llhllconeult.co
The Association of Professional
Engineers, Geologists and
Geophysicists of Alberta PERMIT
NU UBER: P 071.57
DRAWING NO. REV NO.
SP-02 2
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II 11
EDGE OF EXISTING PAVEMENT
LOUGHEED HI HWAY
1 DRAINAGE PLAN -PRE-DEVELOPMENT
SP-03 SCALE: 1 :300
COPYRIGHT c ELI CONSULTING INC. REPRODUCTION OR USE WITHOUT PRIOR CONSENT IS STRICTLY PROHIBITED.
w z
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w
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PLAN LMP29523
•=m All 7.811
LEGEND
EXISTING ( PRE-DEVELOPMENT) SITE CONDITIONS
SURFACE AREA (m2) C
EX. ROOF 671 1.00 ¢
EX. CONCRETE 156 1.00 a::_1· • ::r • ·5_ 1· 2 · ·:3 _]_[_ --_[
EX. ASPHALT 7199 0.90
EX. LANDSCAPING 318 0.30
TOTAL 8344 0.89
TIME OF CONCENTRATION
Where
Tc
Tc =
Ti =
Tt
Ti + Tt
TIME OF CONCENTRATION (minutes)
INLET OR OVERLAND FLOW TIME (minutes)
TRAVEL TIME IN SEWER. DITCHES. CHANNELS OR WATER
COURSES (minutes)
INLET OR OVERLAND FLOW TIME (Ti)
CATCHMENT
NUMBER
lYPICAL INLET TIMES FOR URBAN AREAS COMMERCIAL/INDUSTRIAL/INSTITUTIONAL
= 5 minutes
Travel Time (Tt)
Tt = Ct*L •n / 12s°·5
Where Tl = TRAVEL TIME (MINUTES)
Therefore:
Ct = FLOW TRAVEL COEFFICIENT (0.5)
L = LENGTH OF FLOW (131 M)
n = ROUGHNESS COEFFICIENT
0.050 NATURAL CHANNELS
0.030 EXCAVATED DITCHES OR PACKED CLAY
0.013 ASPHALT OR CONCRETE LINED CHANNELS
0.013 CONCRETE OR PVC PIPE
s = SLOPE IN M/M (0.0145)
Tt = 0.5*131*0.013 / 12(0.0145)0-5
= 0.59 minutes
Tc = 5 + 0.59 =5.59 minutes
PRE-DEVELOPMENT STORM RETENTION CALCULATIONS
BASED ON RATIONAL METHOD
FOR 1 :5 YEAR RUNOFF COEFFICIENT R=0.887
ALLOWABLE DISCHARGE RATE Q,1 TO PUBLIC STORM SYSTEM
BASED ON UNGAUGED IDF FOR LAT: 49.17388' AND LON:
-122.42822" (ONSITE LOCATION) 5 YEAR RETURN PERIOD
5 MINUTES DURATION I = 55.80mm/hr
0,,1 = CiA/360 (m3 /s)
WHERE C = RUNOFF COEFFICIENT
A = DRAINAGE AREA (ha)
I = RAINFALL INTENSllY (mm/hr)
0.887*0.8344*55.80/360
= 0.115 m 3/s
ALLOWABLE DISCHARGE RATE 0,,1 TO PUBLIC STORM SYSTEM
BASED ON UNGAUGED IDF FOR LAT: 49.17388" AND LON:
-122.42822" (ONSITE LOCATION) 5 YEAR RETURN PERIOD
5.59 MINUTES DURATION I = 55mm/hr
0,,1 = CiA/360 (m3 /s)
WHERE C = RUNOFF COEFFICIENT
A = DRAINAGE AREA (ha)
I = RAINFALL INTENSllY (mm/hr)
= 0.887*0.8344*55/360
= 0.113 m 3/s
ALLOWABLE DISCHARGE RATE Q,1 TO PUBLIC STORM SYSTEM
BASED ON UNGAUGED IDF FOR LAT: 49.17388" AND LON:
-122.42822" (ONSITE LOCATION) 5 YEAR RETURN PERIOD
15 MINUTES DURATION I = 32.80mm/hr
0,,1 = CiA/360 (m3/s)
WHERE C = RUNOFF COEFFICIENT
A = DRAINAGE AREA (ha)
I = RAINFALL INTENSllY (mm/hr)
= 0.887*0.8344*32.80/360
= 0.067 m 3/s
PROPERlY LINE
LEASE LINE
EX. DRAINAGE PATH
EX ROOF AREA
EX. CONCRETE AREA
EX, ASPHALT AREA
EX. LANDSCAPING AREA
SUB-CATCHMENT AREA ID 0 ,,, "' ,-.. "' "' .,. "'
GENERAL NOTES:
MUNICIPAL ADDRESS
9450 287 STREET
MAPLE RIDGE, BC
LEGAL ADDRESS
REM29
PLAN47148
OWNER:
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SILVERDALE CENTEX
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(GAS STATION, C-STORE &
FOOD PARTNERS)
fflLE:
DRAINAGE PLAN •
PRE-DEVELOPMENT
DRAWN BY: CAD FILE:
ELI E22-01-SP01
DESIGNED BY: DATE:
ELI 20/01/2022
CHKD BY: SCALE:
ELI AS SHOWN
ELI Consulting Inc.
CML ENGINEERING . EROSION &: SEDIMENT CONTROL
230 Edgat>nx>k Clrcle NW, Cc,'9al)', AB T3' 6A2
Tel; 40J-l307-0CH9 Emal; edmunc:llhllconeult.co
The Association of Professional
Engineers, Geologists and
Geophysicists of Alberta PERMIT
NU UBER: P 07257
DRAWING NO. REV NO.
SP-03 2
\
20 •
PLAN 26725
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II I ii
/ 1 '1 DRAINAGE PLAN -POST DEVELOPMENT
I ,sP-01, SCALE: 1 :300
COPYRIGHT IE> ELI CONSULTING INC. REPRODUCTION OR USE WITHOUT PRIOR CONSENT IS STRICTLY PROHIBITED.
.
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EXISTING
SAWMILL
-I .... ..,,,.
.. uiir
EX. rn:11 al 'II II( alllRIID
•
Storage Volume
Where Tr
Tc
Qp1
Qp2
Qrel
=
LEGEND
-----------------
-,,-....,.. -• ---., ---r-.--3
+ + + + + + + ----·-··-··-··7
i i
c_" ---;:==:;-----.. J
CATCHMENT
NUMBER
.,I ~· AREA(m2,IFACTOR
PROPER1Y LINE
LEASE LINE
PROP. DRAINAGE PATH
PROP. ROOF AREA
PROP. CONCRETE AREA
PROP. ASPHALT AREA
PROP. LANDSCAPING AREA
PROP. TRAPLOW
SUB-CATCHMENT AREA ID
PROP. OVERFLOW SPILL
POST DEVELOPMENT SITE CONDITIONS
SURFACE AREA (m2) C
ROOFS 687 1,00
CONCRETE 760 1.00
ASPHALT 5635 0,90
LANDSCAPING 1262 0,30
TOTAL 8344 0.83
POST DEVELOPMENT STORM RETENTION CALCULATIONS
BASED ON RATIONAL METHOD
ACTUAL DISCHARGE RATE Qp 2 TO PUBLIC STORM SYSTEM BASED
ON UNGAUGED IDF FOR LAT: 49.17388" AND LON: -122.42822"
(ONSITE LOCATION) 100 YEAR RETURN PERIOD
5 MINUTES DURATION I = 140.00mm/hr
Qp 2 = CIA/360 (m3 /s)
WHERE C = RUNOFF COEFFICIENT
A = DRAINAGE AREA (ha)
I = RAINFALL INTENSl1Y (mm/hr)
= 0.85*0.8344*140.0/360
= 0.276 m3 /s
ACTUAL DISCHARGE RATE Qp 2 TO PUBLIC STORM SYSTEM BASED
ON UNGAUGED IDF FOR LAT: 49.17388" AND LON: -122.42822"
(ONSITE LOCATION) 100 YEAR RETURN PERIOD
5.59 MINUTES DURATION I = 138.00mm/hr
Qp 2 = CIA/360 (m3 /s)
WHERE C = RUNOFF COEFFICIENT
A = DRAINAGE AREA (ha)
I = RAINFALL INTENSl1Y (mm/hr)
= 0.85*0.8344*138/360
0.272 m3 /s
ACTUAL DISCHARGE RATE Oi,2 TO PUBLIC STORM SYSTEM BASED
ON UNGAUGED IDF FOR LAT: 49.17388" AND LON: -122.42822'
(ONSITE LOCATION) 100 YEAR RETURN PERIOD
15 MINUTES DURATION I = 67.73mm/hr
Oi,2 = CIA/360 (m3 /s)
WHERE C = RUNOFF COEFFICIENT
A = DRAINAGE AREA (ha)
I = RAINFALL INTENSl1Y (mm/hr)
= 0.85*0.8344*67.73/360
= 0.133 m3/s
Tr*(Qp2-Qrel) + 0.5*Tc*{(1/Qp2)-(1/Qp1)) '"(Qrel),,_2
duration of specified storm (seconds)
time of concentration (seconds)
peak flow for storm duration Tr= Tc (rn3/s)
peak flow for specified storm duration (m31s)
maximum rate (m3/s)
5 .59 minutes
0.1130 m3/s
0.1130 m3/s
Given: Orel =0.140m3/s and Tc =5.59 minutes
Post development 1 :100 year return
Hyd No. Rainfall Rainfall
Duration Tr intensity I
(min) (mm/hr)
5 140
2 15 67.73
3 5.59 138
Peak Flow
QP2 (m3/s)
0.2760
0.1330
0.2720
Inflow Runoff
Volume (m3)
82.8
119.7
91.2
STORMWATER POND STORAGE VOLUME PROVIDED 75m3
GREATER REQUIRED STORAGE VOLUME 42.25m3
Max Release Required
Qrel (m3/s) Storage Volume
(m3)
0.113 37.72
0.113 15.15
0.113 42.25
GENERAL NOTES:
MUNICIPAL ADDRESS
9450 287 STREET
MAPLE RIDGE, BC
LEGAL ADDRESS
REM29
PLAN47148
OWNER:
CENTEX PETROLEUM
PROJECT:
SILVERDALE CENTEX
(GAS STATION, C-STORE &
FOOD PARTNERS)
fflLE:
DRAINAGE PLAN -
POST DEVELOPMENT
DRAWN BY: CAD FILE:
ELI E22-01-SP01
DESIGNED BY: DATE:
ELI 20/01/2022
CHKD BY: SCALE:
ELI AS SHOWN
ELI Consulting Inc.
CML ENGINEERING EROSION &: SEDIMENT CONTROL
230 Edgat>nx>k Clrcla NW, Cc,'9al)', AB T3' 6A2
Tel; 40J-l307-0CH9 Emal; edmunc:llhllconeult.co
The Association of Professional
Engineers, Geologists and
Geophysicists of Alberta PERMIT
NU UBER: P 07257
DRAWING NO. REV NO.
SP-04 2
C)
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MATERIAL
, . 1000
(TYP.)
-, .
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1220111 MANHOLE
PRECAST SECTION WITH
75x150mm HOLES SPACED
VERTICALLY 150mm O.C.
AND HORIZONTALLY 200 O.C.
]'Or ,9>
-EXCAVATION BACKFlLLED
WITH DRAIN ROCK
75-200mm
$1 ~20mm GRAVEL BASE MATERIAL
CATCH BASIN/DRY WELL (CB/DW-3) DETAIL
SCALE: N.T.S.
CURVED TO FIT
CATCHBASINS AT MANHOLE ~
RETAINER PLATE ... ,1·----"-'50:..::0;__ ___ .J<,I<
OVER SHIM PLATE
ORIFICE PLATE
13mm GAUGE PVC
MIN 11mm X 11mm
BEVEL ON PIPE SIDE
FRONT VIEW
0
0 ,,.,
SHIM PLATE
19mm GAUGE PVC
2 HOLES
8mm H X
20mm V
ICD ORIFICE PLATE DETAIL
SCALE: N.T.S.
COPYRIGHT c ELI CONSULTING INC. REPRODUCTION OR USE WITHOUT PRIOR CONSENT IS STRICTLY PROHIBITED.
RETAINER PLATE
13mm GAUGE PVC
2 HOLES
8mm Ill
0
0
~
0
0
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ISOMETRIC VIEW
--' ;;
0 "' 0.
0. ..
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C iE w 0 :, {/) {/) w '!! C
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GENERAL NOTES:
MUNICIPAL ADDRESS
9450 287 STREET
MAPLE RIDGE, BC
LEGAL ADDRESS
REM29
PLAN47148
OWNER:
CENTEX PETROLEUM
PROJECT:
SILVERDALE CENTEX
(GAS STATION, C-STORE &
FOOD PARTNERS)
fflLE:
DETAILS
DRAWN BY: CAD FILE:
ELI E22-01-SP01
DESIGNED BY: DATE:
ELI 20/01/2022
CHKD BY: SCALE:
ELI AS SHOWN
ELI Consulting Inc.
CML ENGINEERING . EROSION &: SEDIMENT CONTROL
230 Edgat>nx>k Clrcle NW, Cc,'9al)', AB T3' 6A2
Tel; 40J-l307-0CH9 Emal; edmunc:llhllconeult.co
The Association of Professional
Engineers, Geologists and
Geophysicists of Alberta PERMIT
NU UBER: P 07257
DRAWING NO. REV NO.
SP-05 0