HomeMy WebLinkAboutADP 2021-01-20 agenda.pdf
City of Maple Ridge
Advisory Design Panel
AGENDA
Wednesday, January 20, 2021 at 4:00 pm
Held via Zoom Teleconference
Meeting Access Information
To practice social distancing during the COVID-19 health emergency we will be holding the
Advisory Design Panel (ADP) meeting via Zoom teleconference. Members of the ADP, applicants and
the public are asked to join the meeting remotely using the following access information:
Join the meeting from your computer, tablet or smartphone
https://mapleridge-ca.zoom.us/j/98479034653?pwd=NFRGZENZKzg1RW9rL2JEQTFoYno4dz09
Or join the meeting using your phone
Dial: 1-778-907-2071 Meeting ID: 984 7903 4653 Password: 163421
1. CALL TO ORDER
2. APPROVAL OF THE AGENDA
3. ADOPTION OF MINUTES – November 18, 2020
4. QUESTION PERIOD
5. NEW AND UNFINISHED BUSINESS
5.1 Member Introductions
5.2 Chair and Vice Chair Selection
5.3 Advisory Committee Overview
6. PROJECTS
6.1. Development Permit No: 2019-353-DP 4:20 PM
Applicant: Grace Yu
Project: David J Ho
Project Landscape Architect: Susie Sziklai
Proposal: Triplex
Location: 22058 119 Avenue
File Manager: Tyson Baker
7. CORRESPONDENCE
8. ADJOURNMENT
Next Meeting: February 17, 2021
Agenda Items Submission Deadline: January 25, 2021
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.
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HAPLI;; R l □GE
Dr-.1J1h Cah.nr.1111
map endg;e.,ca
City of Maple Ridge
Advisory Design Panel
MEETING MINUTES
The Minutes of the Regular Meeting of the Maple Ridge Advisory Design Panel (ADP)
held via Zoom teleconference on Wednesday, November 18, 2020 at 4:05 pm.
PANEL MEMBERS PRESENT
Stephen Heller, Chair Landscape Architect BCSLA
Meredith Mitchell, Vice Chair Landscape Architect BCSLA
Steven Bartok Architect AIBC
Emily Kearns Architect AIBC
Narjes Miri Architect AIBC
STAFF MEMBERS PRESENT
Wendy Cooper Staff Liaison, Planner
Sabina Chand Committee Clerk
1. CALL TO ORDER
2. APPROVAL OF THE AGENDA
R/2020-028
It was moved and seconded
That the agenda for the November 18, 2020 Advisory Design Panel meeting be approved as
circulated.
CARRIED
3. ADOPTION OF MINUTES
R/2020-029
It was moved and seconded
That the minutes for the October 21, 2020 Advisory Design Panel meeting be adopted as
circulated.
CARRIED
4. QUESTION PERIOD - Nil
5. NEW AND UNFINISHED BUSINESS
5.1 COVID-19 Update
Committee Clerk gave an update on the status of the COVID-19 pandemic response by the City
and inquired for feedback on in-person and Zoom meetings. The ADP will continue with virtual
meetings until the COVID situation improves and will discuss further in the New Year.
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HAPLI;; R l □GE
Dr-.1J1h Cah.nr.1111
map endg;e.,ca
Advisory Design Panel Minutes
November 18, 2020
Page 2 of 5
The ADP reviewed the electronic PDF file packages and discussed the format of future plans
must be flattened and include options to redline edits/add comments. ADP advised staff to
review submission and presentation guidelines to ensure consistency and clarity for all set of
plans.
Note: Steven Bartok joined the meeting at 4:11 pm
6. PROJECTS
6.1. Development Permit No: 2020-211-DP/11280 Pazarena Place 4:15 pm
The Chair welcomed the project team to the meeting and introduced the members of the ADP.
Staff Liaison provided an overview of the proposed Amenity Building (Clubhouse) application.
The project team presented the development plans and answered questions from the Advisory
Design Panel.
The Panel commended the presenters for the quality of the proposal and their presentation.
R/2020-030
It was moved and seconded
That the Advisory Design Panel has reviewed application No. 2020-211-DP and supports the
project as presented and recommends the applicant proceed to Council for approval.
Comments from the Panel included:
Architectural Comments: Nil
Landscape Comments:
• Consider reviewing up light at trellis in pool area for dark skies compliance;
• Consider reducing the front walk way slope;
• Consider privacy conditions for pool enclosure area on all sides; additional tree planting
may be beneficial;
• Consider reviewing edge conditions between the north side path and future parkade ramp
to ensure safety and provide landscape buffer;
• Consider alternate location for dog wash;
• Consider gates and decorative paving for the guest suite and caretaker patios;
• Consider placing visitor parking closer to the guest suite;
• Consider extending fence materials such as boulders and stone columns around all sides
of the pool deck
CARRIED
Stephen Heller and Meredith Mitchell OPPOSED
Advisory Design Panel Minutes
November 18, 2020
Page 3 of 5
6.2 Development Permit No: 2018-448-DP/12061 Laity Street 4:45 pm
The Chair welcomed the project team to the meeting and introduced the members of the
Advisory Design Panel. Staff Liaison provided an overview of the application for a Courtyard
Housing project involving the conservation of the Gillespie Residence, a heritage residence
being protected as part of the subject application and three additional detached units. The
project team presented the development plans and answered questions from the Advisory
Design Panel.
R/2020-031
It was moved and seconded
That the Advisory Design Panel has reviewed application No. 2018-448-DP and recommends
the following concerns be addressed and digital versions of revised drawings & memo be
submitted to Planning staff; and further that Planning staff forward this on to the Advisory
Design Panel for information
Architectural Comments:
• Consider reviewing the window proportion and placement on courtyard side on north and
south elevations;
• Consider keeping materials consistent on the higher roofs;
• Revisit height of the garage doors;
• Please check turning radii and clearances to ensure vehicle accessibility into garage of unit
B and surface stall between C and D;
• Consider reviewing the materiality of the elevations facing the courtyard to reduce the
overall height
Landscape Comments:
• Chair noted that the Landscape Plans were not received;
• Incorporate fruit trees to preserve character;
• Review and comply with recommendations from heritage report for landscape items;
• Further comments will be provided when the ADP receives landscape plans
CARRIED
Note: Following the meeting, the File Manager provided the Landscape plans via email to the Panel for
comments:
Landscape Comments continued:
• Consider connecting the entrance walkways from Unit A and B to the public sidewalk
instead of the driveway. Provide separate vehicle and pedestrian surfacing to limit conflict
and improve wayfinding.
• The unit paver soldier course edging in asphalt may loosen overtime. Consider containing
the pavers in concrete or utilizing an alternate decorative paving material such as stamped
asphalt in the central turnaround.
• Evaluate the bench located beside Unit B. Place bench in a location that enhances views
of the courtyard and provides better separation from traffic.
Advisory Design Panel Minutes
November 18, 2020
Page 4 of 5
Note: Meredith Mitchell was called upon by the Chair to preside on Agenda items 6.3, 6.4
Note: Stephen Heller disclosed his conflict of interest on Agenda items 6.3, 6.4 and recused himself
from comments/decision-making
6.3 Development Permit No: 2019-216-DP/24392 104 Ave 5:30 pm
The Vice Chair welcomed the project team to the meeting and introduced the members of the
Advisory Design Panel. Staff Liaison provided an overview of the construction of 21 townhouse
units adjacent to Albion Park. The project team presented the development plans and answered
questions from the Advisory Design Panel.
R/2020-032
It was moved and seconded
That the Advisory Design Panel has reviewed application No. 2019-216-RZ and supports the
project and recommends the following concerns be addressed as the design develops and
submitted to Planning staff for follow-up:
Architectural Comments:
• Consider providing entry feature to celebrate the entry way
• Consider creating more pedestrian scale to elevate 104 Avenue, via further articulation
and or lowered massing
• Consider moving block 1 closer to 104 Avenue and relocate the visitor stall to outdoor
amenity location
• Consider softening the colour pallet
Landscape Comments:
• Consider adding tree protection fencing;
• Consider Coordinating with civil engineer and architect to provide surface drainage to
detention pond;
• Consider planting additional trees to the east of the central amenity area;
• Consider providing return to retaining wall in north east corner of block 2 to capture
grade differential;
• Ensure adequate soil volumes for all trees on site;
• Review fencing plan and details per appropriate picket fencing in internal yards
CARRIED
Stephen Heller did not vote
Break: 6:00−6:05 pm
6.4 Development Permit No: 2018-430-DP/23717 and 23689 Fern Crescent 6:00 pm
The Vice Chair welcomed the project team to the meeting and introduced the members of the
Advisory Design Panel. Staff Liaison provided an overview of the rezoning application for two
properties located at 23717 and 23689 Fern Crescent, which proposes a 35 unit townhouse
development. The project team presented the development plans and answered questions from
the Advisory Design Panel.
Advisory Design Panel Minutes
November 18, 2020
Page 5 of 5
R/2020-033
It was moved and seconded
That the Advisory Design Panel has reviewed application No. 2018-430-DP and supports the
project and recommends the following concerns be addressed as the design develops and
submitted to Planning staff for follow-up:
Architectural Comments:
• Consider additional articulation on visible side elevations;
Landscape Comments:
• Consider Coordinating with civil engineer and architect to provide surface drainage to
rain garden;
• Consider adding trees to Blocks 5–9;
• Review parking stall at visitor platform to ensure stall does not overlap on pedestrian
sidewalk;
• Cross section 2/L08 review rock retaining walls with project arborist and environmental
consultant for fill within tree protection area;
• Coordinate pedestrian crosswalks with landscape architect and civil engineer;
• Consider safety of intersection at large amenity area pedestrian walkway, parking stalls
and entry to trail system;
• Review proposed tree species with project Arborist and environmental consultant in
regarding invasive species.
CARRIED
Stephen Heller did not vote
Note: Stephen Heller left at 7:06 pm
7. CORRESPONDENCE – Nil
8. ADJOURNMENT
There being no further business, the meeting adjourned at 7:35 p.m.
The next regular meeting of the Advisory Design Panel will be held on Wednesday, January 20,
2021.
Stephen Heller, Chair
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mapleridge.ca
City of Maple Ridge
TO:
FILE NO:
Advisory Design Panel
2019-353-DP
MEETING DATE: January 20, 2021
SUBJECT: 22058 119 AVE
PURPOSE:
An Advisory Design Panel (ADP) submission has been received for the above cited application and
property located at 22058 119 Avenue to permit the construction of Triplex with 3 units that will be
223.62m2 in combined total floor area. The proposed building will replace the existing residential single-
family dwelling on the site.
This subject property is under application for rezoning from RS-1 (Single Detached Residential) to RT-2
(Ground-Oriented Residential Infill) to support the triplex. The rezoning application being processed in
conjunction with this proposal was given First Reading by Council on November 19, 2019.
BACKGROUND:
Applicant:
Legal Description:
OCP:
Existing:
Proposed:
Zoning:
Existing:
Proposed:
Surrounding Uses:
North: Use:
Zone:
Designation:
South: Use:
Zone:
Designation:
East: Use:
Zone:
Designation:
West: Use:
Zone:
Designation:
Existing Use of Property:
Proposed Use of Property:
G.Yu
Lot 54 District Lot 397 Group 1 New Westminster District Plan
14049
Urban Residential
Urban Residential
RS-1 (Single Detached Residential)
RT-2 (Ground-Oriented Residential Infill)
Single Family Residential
RS-1 (Single Detached Residential)
Urban Residential
Single Family Residential
RS-1 (Single Detached Residential)
Urban Residential
Single Family Residential
RS-1 (Single Detached Residential)
Urban Residential
Single Family Residential
RS-1 (Single Detached Residential)
Urban Residential
Single Family Residential
Ground-Oriented Residential Infill (Triplex)
Page 1 of 5
Site Area:
Access:
Servicing requirement:
DEVELOPMENT PERMIT AREA:
901 m2 (9,699 ft2)
119 Avenue and lane behind property
Urban Standard
The development permit application made to the City prompting this submission to the ADP is subject
to the Key Guidelines and the Design Guidelines of Section 8.7 Multi-Family: Ground Orientated
Residential Infill Guidelines Development Permit.
The proposed RT-2 zone provides for the infill of ground-oriented residential buildings within
established residential neighbourhoods in a form that will be incremental and sensitive to the existing
and emerging context. This RT-2 zone allows for dwelling units to be in one building with shared party
walls to create triplexes or fourplexes. Dwelling units may also be arranged individually or attached
and clustered around a shared open space, in a courtyard residential housing form. Proposed
characteristics for triplex, fourplex and courtyard housing, include:
• Importance of respecting the neighbourhood context, in terms of size, scale and massing;
• Appear as a 'single family' house in terms of residential character;
• Encouraging building articulation to create a comfortable scale and interesting streetscape;
• Providing useable private outdoor space for each unit;
• Encouraging sustainable and permeable landscaping on site; and
• Provide shared site accesses to limit impacts of parking on the development.
It was intended that these newly created in-fill housing forms would not have their own set of guidelines
in the first year of implementation. Therefore, in addition to the characteristics listed above,
applications for triplex, fourplex and courtyard would apply Section 8.7 Multi-Family: Ground
Orientated Residential Infill Development Permit Guidelines where applicable.
Key Guidelines:
The following is a brief description and assessment of the proposal's compliance with the applicable
Key Development Permit Guidelines:
• Incremental and sensitive integration of RT-2 Ground Oriented Residential lnfi/1 Zone projects
into existing neighbourhoods.
• Consider similarity of scale, massing and appearance to a detached single-family dwelling, and
avoid replicating townhouse or rowhouse housing form.
• Ground-oriented infill developments are expected to relate to the height and location of existing
single detached neighbours and sensitively transition to neighbouring properties by stepping
massing down, where applicable.
• Dwelling units must be in one building with shared party walls or as a stacked unit to create
triplexes or fourplexes.
• Access to public roads to be in accordance with the Maple Ridge Design Criteria Manual. A
secondary driveway may be approved by the Engineering Department, where it supports key
guidelines concepts.
• Design and construction of new buildings located within designated floodplains to be in
accordance with Provincial legislation and the Zoning Bylaw.
Page 2 of 5
• Effectively utilize the site context to create uniqueness, orient entrances towards the street, and
use landscaping and screening to create private or semiprivate yard spaces.
• Encourage permeability of rainfall and meet City of Maple Ridge stormwater management
requirements and best management practices.
• Contribute to a more sustainable community and neighbourhood, design for health and
wellbeing, use green infrastructure, adaptations for climate change and resiliency.
The proposed triplex is designed to appear single-family in character to promote integration with the
surrounding neighbourhood. Furthermore, the building's architectural features, fagade articulation,
roof lines, and landscaping take,cues from adjacent houses along the street. The height and massing
of the proposed triplex is slightly bulkier than the existing, predominantly single storey houses with
basements around the subject property. However, it should also be recognized that the
neighbourhood's existing buildings are currently underbuilt compared to what would be allowed by the
City's Zoning Bylaw for new single-family homes.
The development has a generous open front yard space to allow a visual connection with the street
and promote the impression of a single-family dwelling. On the other hand, low fencing and privacy
trellises in the backyard provide individual units with semi-private outdoor spaces. Landscaping,
decorative lighting, and footpaths around the proposed triplex building provide for visual interest, some
privacy screening and pedestrian circulation around the property.
The applicant's response to the applicable, detailed Design Guidelines for the Section 8. 7 Multi-Family:
Ground Orientated Residential Infill Development Permit Guidelines are attached in Appendix E of this
report.
PLANNING COMMENTS:
1. Proposal:
The current application proposes to rezone the subject property from RS-1 (Single Detached
Residential) to RT-2 (Ground-Oriented Residential Infill), to permit the development of a triplex.
2. Context:
The subject property is a rectangular shaped lot that is 901 m2 (0.22 acres) in size. It is located
in the general urban area, west of the town centre. The subject property and surrounding lots are
characterized by low (i.e. single storey and basement) single family dwellings. There is a lane
behind (south) of the subject property. The subject property is relatively flat with a few trees along
its edges and in the back yard.
3. OCP and Zoning Compliance:
The subject site is designated Urban Residential, and the OCP's neighbourhood residential infill
policies apply to the current application. Under these infill policies, unit types such as duplexes
and triplexes are allowed, with an emphasis on street oriented buildings (Policy 3-19, b). These
policies also require proposed developments to respect and reinforce the physical patterns and
characteristics of established neighbourhoods, with particular attention paid to site design,
setbacks, and lot configuration of the existing pattern of development, as well as compatibility
between building massing and the types of dwelling units (Policy 3-21). The proposed triplex aligns
with the intent of these OCP and neighbourhood residential infill policies.
Page 3 of 5
The proposed RT-2 (Ground-Oriented Residential Infill) zone permits a slightly higher density (0. 75
FSR) than the single faf"!)ily residential zones, but is otherwise generally reflective of the RS-1
(Single Detached Residential) zone. This is consistent with the intent of this new zone to allow
sensitive infill of additional dwelling units in existing single family neighbourhoods.
The density (floor space ratio) of the proposed triplex is 0.69. A Development Data Sheet
(Appendix D) analyses the compliance of the project with the applicable regulations of the
proposed zone.
At this time, no variances are being requested from the requirements of the proposed RT-2 zone.
4. Parking and bicycle storage:
The Maple Ridge Off-Street Parking and Loading Bylaw No. 4350 -1990 requires that triplexes,
fourplexes and courtyard residential developments are to provide two off-street parking spaces
per dwelling unit. The proposed triplex meets these requirements by providing a total of six
parking spaces, one concealed and one parking pad, for each unit. There are no visitor parking
spaces required for the proposed RT-2 zone; the applicant is not providing any. The applicant
proposes to include wiring for one Level 2 electric vehicle charging station in each unit's garage.
Bicycle parking can be accommodated in the accessory detached garage for each unit. The
required parking for the proposed use is analyzed in the Development Data Sheet (Appendix D)
5. Environmental, Sustainability & Stormwater Management:
This project's site proposal conforms to the City's three tier stormwater management
requirements. Because the subject property is within the Fraser River Escarpment, no infiltration
is permitted. Storm sewer will discharge to an existing 450mm diameter pipe on 119 Avenue. The
applicant proposes to include a conduit between the roof and furnace of the building to support
future roof top solar panel installation. The use of windows on north and south sides of the
building encourage natural light flowing into the units and where possible, east or west windows
have been incorporated. A 240 V charger is provided in each of the garages to encourage use of
electric cars.
6. Garbage/Recycling:
Garbage and recycling may be stored in the garage of each unit; however, the collection location
will have to be determined with the individual waste hauler.
7. Works along abutting roads:
• The applicant will be required provide cash in lieu for rollover curb and gutter across the
property frontage on 119 Avenue ..
• Cash in lieu for future widening of 1.3m across property frontage along 119 Avenue.
• Cash in lieu for future widening of 0. 75m.
• 0.75m of road dedication required from the rear lane.
• Cash in lieu for sidewalk across frontage of 119 Avenue.
• Planting of Street Trees and installation of LED street lights.
8. Off Site Upgrades, Utilities and Services:
• Developers engineer will be required to review condition and capacity of sewer in rear
lane and may require a replacement in order to support proposed development.
• Any upgrades are required downstream to support the proposed development will be the
responsibility of the developer.
• Any upgrades to the water main to be determined by applicant. Calculations are to be
submitted to the City's Engineering Department.
• All 3rd party utilities to be provided via underground conduit.
Page 4 of 5
CONCLUSION:
The Planning Department requests that the Advisory Design Panel provide comments on the development
proposal, specifically with respect to the suitability and design of fagade materials, building articulation,
and landscaping of this development, and integration with the surrounding single-family neighbourhood.
The Planning Department requests that the Advisory Design Panel provide comments on the development
proposal.
Pre~.
Planning Technician
The following appendices are attached hereto:
Appendix A Subject map
Appendix B Explanatory letter from Architect (and Landscape Architect if applicable)
Appendix C ADP Submission Form
Appendix C ADP Applicant Che'cklist (signed by Architect)
Appendix D Development Data Sheet (signed by Architect)
Appendix E DP Area Guidelines Checklist
Appendix F Architectural and Landscaping Plans
Page 5 of 5
DATE: Oct 3, 2019FILE: 2019-353-RZ
22058 119 AVENUEPID: 009-916-261
City of PittMeadows
District ofLangley
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PLANNING DEPARTMENT
Aerial Imagery from the Spring of 2018
The City of Maple Ridge makes no guaranteeregarding the accuracy or present status ofthe information shown on this map.
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Scale: 1:1,000 BY: AC
SUBJECT PROPERTIES
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map eridge.ca
DATE: Oct 3, 2019FILE: 2019-353-RZ
22058 119 AVENUEPID: 009-916-261
PLANNING DEPARTMENT
The City of Maple Ridge makes no guaranteeregarding the accuracy or present status ofthe information shown on this map.
´
Scale: 1:1,000 BY: AC
SUBJECT PROPERTIES
Legend
Ditch Centreline
i-..: 11952 11952
CJ) 11943 11956 11957 ~
0:::: 11942 11942 I 0 >-I I
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mapleridge.ca
DAVID J. HO ARCHITECT INC.
DAVID J. HO ARCHITECT AIBC RIBA MISAA
204A - 3003 ST. JOHNS STREET, PORT MOODY, B.C. V3H 2C4
:604-469-9649 Fax:604-469-0800 Email:davidjho@telus.net
08 December, 2020.
22032 – 119 Avenue, Maple Ridge, BC.
1217127 BC LTD. proposes to demolish the existing single family dwelling at 22032 119
Avenue to permit the construction of a new Triplex Development. The intention of
this project is to rezone and develop this property for infill housing and increased
density
This neighbourhood has a rural feel with most single-family dwellings in the surrounding
area being one-storey or one- storey with basement. Many of these houses have
gables and roof lines that slope towards the street. This same roof line has been
incorporated in the new triplex.
In order to create the appearance of a single-family home that blends in with the
other houses on the street, the following design features have been utilized:
• Unit 3 has been given a prominent stair leading up to the front door, giving it
the appearance of the main entrance of the home.
• Units 1 and 2 have entrances at the ground level with the doors perpendicular
to the street so the entrance doors are not apparent from the street.
• A roofline above the main level of the house has been added to visually
reduce massing.
Stormwater Management Plan
For this property, there will be a 3-Tier Approach to Stormwater Management. See
attached report by David Laird of Aplin & Martin Consultants Ltd. for more detailed
information. In summary, Tier A (small rainfall events) will be handled by absorption
into the processed topsoil on the landscaped areas of the site. Tier B (larger rainfall
that are greater than half the size of the mean annual rainfall) will be handled by
detention tanks or chambers which have small orifices to control the flow at which
water will flow off the property. The controlled flow will ensure no erosion or damage
downstream. Tier C (rare extreme rainfall events) will be handled by high-rate flow
pipes causing no damage or erosion downstream. An oil interceptor will also be
incorporated for water quality treatment in case of oil contamination.
Green Building Techniques include:
• 240V wiring for electric car charge station in the garage
• A conduit from roof to furnace will be installed for future use of solar panels
• Hardie Board siding contribute to LEED New construction points for recycled
materials
The site being close to Maple Ridge’s downtown core will result in potential
transportation savings and reduced pollution due to people living closer to each
other, to jobs and to shops that are within walking distance. This adds to the
sustainability of the project.
This density effect affords more people the opportunity of living in a transit-rich,
walkable area without relying on a car. By letting a few households share the high
cost of land, the newly built market-rate houses become more affordable.
If you require any clarification of the above, please do not hesitate to contact the
undersigned.
Yours truly,
DAVID J. HO
Dec.21/20
Susie Sziklai
l~-ADP Subm ission Checkli st
maple,idge.ca
Application No. Z.01 !-3S3 -0 P {f<'2-1 VP File Manager 15Json B'~
This checklist 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
information and specifications on size and numbers of copies to be submitted. Address your questions
to the File Manager or the Planning Liaison to the ADP.
Certification of Complete ADP Submission:
Architect's Certification: Project Landscape Architect's Certification: Stu.as~·
Signature Date Signature o' Date
Print name Print name
Submission Materials
Required
(File Manager to Provided
indicate if required)
A. ADP Submission Form (Submitted and signed by Architect) ~ □
B. Covering Letter including explanations about:
1. Project description/analysis (Detailed information Required) gJ □
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
-., . □ □ d. Public Art/ Amenities, etc.
e. Sustainability practices □ □
f. Other □ □
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 within the site, on the lgJ □
abutting properties, the public realm and along the road
allowances/ lanes .
2. Photographs of site and surrounding sites. Iii □
D. Develo~ment 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.)
City of Maple Ridge ADP Submiss ion Checklist (Page 2}
E. Architectural Plans {Site and Buil ding{s}}:
1. Site Plan and layout !El □
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 [ti □
8. Waste collection /recycling (inside of buildings} □ □
9. Storage, including bicycle storage (inside and outside} □ □
10. Building elevation (all sides} ~ □
11. Signage (attached to building and free standing} □ □
12. Colours and materials ~ □
13. Material board !El □
14. Building sections ~ □
15. 3D renderings of site, building(s) and associated landscaping 181 □
F. Landsca~ing 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 a □
3. Landscaping details, including public art, signage, lighting, play
and other amenity areas, fences, retaining walls, □ □
.
4. Waste collection /Recycling (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 BuildingLSustainabilit~ initiatives □ □
H. Engineering-related Information:
1. Site grading plans liJ □
I. Other □ □
□ □
□ □
Rev. March 2018
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Grace Yu for 1217127 BC Ltd.
2019-353-RZ
22058 119 Avenue, Maple Ridge
RS-1 RT-2 Triplex
January 20, 2021
David Ho
Susie Sziklai
Grace Yu (designer/developer)
I ~--~ . ' ..
mapleridge.ca
DEVELOPMENT DATA SHEET
Existing /Proposed Zone _____________ Date Prepared __________
Proposed (Complies or
state variance needed)
Required Development Data Minimum Required or
Maximum Allowed
LOT AREA* (in square metres)
Gross Total
Less Road Widening / Truncations
Less Park
Net Total
LOT COVERAGE (in % of net lot area)
Total Site Coverage
SETBACKS (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)
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
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
* If the development site consists of more than one lot, lot dimensions pertain to the entire site.
l~-mapleridge.ca
Proposed (Complies or
variance needed?)
OTHER – state YES or NO for each. If YES describe
on separate sheet.
Heritage Site Tree Survey/Assessment Provided
Watercourse/Steep Slopes Covenants, Stat ROW & Easements
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: ___________________________ __________________________________
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.
Required Development Data Minimum Required or
Maximum Allowed
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
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
Number of total (and %) small cars %
Number of total (and %) tandem spaces %
TOTAL OFF STREET LOADING SPACE(S)
BICYCLE PARKING (number of spaces)
Short Term Bicycle Parking
Long Term Bicycle Parking
I
I
1
Multi-Family Development Permit Area Guidelines Checklist
Pursuant with Section 8.7 of the Official Community Plan, multi-family 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.
8.7.1 Key Guideline Concepts Describe how this project and the design complies
1.New development into established areas
should respect private spaces, and
incorporate local neighbourhood
elements in building form, height,
architectural features and massing.
2.Transitional development should be used
to bridge areas of low and high densities,
through means such as stepped building
heights, or low rise ground oriented
housing located to the periphery of a
higher density developments.
The new triplex will respect private areas, namely the
neighbouring homes by limiting the number of windows
facing them. It will stay well within the building height
restrictions in order to respect the scale of the existing
homes. It will honour existing architectural features in
the area such as how the roof is oriented to following
most of the existing homes and use of elements which
exist in homes . As well, every effort has been made to
make the triplex look a single family home.
The use of different pitched roofs on this
development will help reduce the amount of exposed
wall area along the frontage and help reduce the
building's mass. The gables along the front of the
building on the upper floor level and large windows
provide a profile that matches the surrounding
neighborhood and enhances it's curb appeal.
~ MAPLE RIDGE
British Columbia
mapleridge.ca
2
Key Guideline Concepts (Continued)
3.Large scale developments should be
clustered and given architectural
separation to foster a sense of
community, and improve visual
attractiveness.
4.Pedestrian circulation should be
encouraged with attractive streetscapes
attained through landscaping,
architectural details, appropriate lighting
and by directing parking underground
where possible or away from public view
through screened parking structures or
surface parking located to the rear of the
property.
Guidelines 8.7.1 A
Building Design, Massing and Siting
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.Design and siting of buildings should take
advantage of natural features or views
and should enhance privacy and
livability.
2.Residential buildings should front or
appear to front onto public roads
through the use of appropriate
treatment of exteriors, through direct
pedestrian access to individual units from
the public street/sidewalk, or through
the provision of pedestrian walkways
linked to the street. Street frontages
should be emphasized by incorporating
differentiated front, side and rear
oriented facades, with a minimum two
storey facade on the fronting street to
foster a human scale. Buildings that are
designed with an end wall or unit
adjacent to a public street should design
the end unit with the pedestrian entry
facing the street. At significant
intersections, the definition of corners
should be reinforced by buildings that
front on both streets and incorporate
corner cuts.
N/A
At the front of the building, there is a shared common
walkway to the units with surrounding landscaping.
Each unit will be appropriately lit. Accent lighting will be
used for visual interest. From the back lane, each unit
will be equipped with motion sensor lighting for cars
entering the parking area and garages, as well as for
the entrance gate to the individual backyards.
The new triplex is oriented like the rest of the homes in
the neighbourhood. There are no views from this
property.
This triplex front onto 119 Avenue.
One walkway leads to the triplex and then turns 90
degrees to lead to the other two units.
The front facade of the triplex has been carefully
articulated and different materials are used to give it
visual interest. Hardie planks with hardie shingles and
ledgestone will add varying textures to create an
attractive front. To ensure the appearance of a single
detached home, Unit 3 has been given a prominent
look of a front entrance, with steps leading to it. Units
1 and 2 have ground level entrances with doors
perpendicular to the street and behind a flower bed
with shrubs to make it less visible.
3
Guidelines 8.7.1 A (Continued)
3.Higher density dwellings should be sited
adjacent to major streets in order to
minimize access problems and to provide
a transition to lower density uses.
4.Multi-family developments adjacent to
lower density or single detached
residential dwellings should:
a)be consistent in form and massing with
the surrounding area;
b) be sited adjacent to major streets to
provide a transition to lower density
uses;
c)concentrate density to the centre of the
development or towards a non-
residential boundary and locate lower
density components adjacent to lower
density residential uses;
d)create a transition in building mass and
form towards the setbacks of the
adjacent neighbourhood;
e)minimize access conflicts;
f)be designed to maximize privacy and
minimize views onto adjoining sites,
particularly for portions of the
development abutting the side yards of
adjacent single detached residential uses.
5.Larger buildings, roof forms and building
frontages should include design
elements and features to:
a)provide variation in the facades to help
reduce the visual length of individual
buildings;
b) have the appearance of a series of
smaller buildings, or as identifiable parts
of a larger concept; and
c)incorporate components that express
strong unit identity and incorporate
direct access to grade for ground-floor
units.
The triplex has a backlane to minimize access
problems.
Every attempt has been made to design this multi-
family developement to be as consistent as possible in
form and massing with the surrounding area. On plan
view, it will be similar to the size of the property at the
corner of 220 and 119 Avenue. The size is also
similar to the new triplex two doors to the west. The
gross floor area also not been maximized in order to
help reduce its visual massing.
Variations in the facades have been used to reduce the
visual length and height of the building. Although this
triplex contains three residential units, the building
appears to be a single family home. Every unit has
direct access to grade.
4
Guidelines 8.7.1 A (Continued)
6.New multi-family developments should
use design themes, architectural
features and elements of the
surrounding neighbourhood by
incorporating common elements such as
form, scale, massing and proportion into
the design as a means to reinforce
neighbourhood stability. Examples
include:
a)the articulation of facades, using where
appropriate, elements such as porches,
chimneys, projections, recesses, and
balconies;
b)the placement, size, shape and number
of doors and windows;
c)the location and visual appearance of
garages and/or parking facilities;
d)the selection of appropriate and
compatible roof forms; and
e)the design of hard and soft landscaping.
7.The exposed undersides of balconies and
porches that are visible from a street or
public walkway should be covered with
exterior finishes to provide a finished
appearance to public view.
8.Developments are encouraged to use
the Leadership in Energy and
Environmental Design (LEEDS) standards
in the design of buildings. Techniques
such as rain gardens, vegetated swales,
separation of impervious surfaces,
installing below surface infiltration beds
and tree box filters, and redirecting
water from drain pipes into vegetated
areas are encouraged.
9.Variation in individual unit designs is
encouraged to provide visual interest
and avoid significant repetition either
within a row of townhouses, or between
adjacent rows of units.
The new development uses design themes,
architectural features and elements of the surrounding
neighbourhood. The roof has been sloped down
toward the street like most houses on the block. The
use of a front porch with steps is much like one or two
houses on the street. Garages have been located at
the back with lawn and landscaping between the
principal building and accessory buildings as well as
around the open parking spaces.
The ledgestone on the front facade will continue under
the balcony/porch of Unit 3 to provide a finished
appearance.
A conduit to the furnaces from the roof is part of the
design for future use of solar panels. Use of windows
on north and south sides of the building encourage
natural light flowing into the units and where possible,
east or west windows have been incorporated. A 240 V
charger is provided in each of the garages to encourage
use of electric cars.
Each of the units is very dif ferent in appearance
especially on the front facade. Repetition was carefully
avoided to prevent a row house appearance of these
units. It was difficult to avoid repetition in the back but
the back entrances are screened by the parking area
and garages and 6 ft cedar fencing.
5
Guidelines 8.7.1 A (Continued)
10.Garage doors should not face public
streets. Where front facing garage doors
are unavoidable, the impact of garage
doors on the public realm should be
mitigated by:
a)designing residential units with enough
width to include attractive entrances
and windows between garages;
b)recessing garage doors behind the main
building façade;
c)keeping a sufficient width in residential
units to allow the creation of attractive
entrances and fenestration between
garages.
d)grouping garage doors in pairs between
adjacent units to allow building
entrances and facades more prominence
on the street;
e)providing interior spaces that overlook
the street;
f)separating and orienting unit entrances
to the street;
g)providing individual pedestrian
walkways linked to the street;
h)including design details such as transom
windows or glazing in garage doors;
i) a comprehensive landscape plan that
identifies how the visual impact of
garage doors from the street will be
mitigated.
11.Landscaping of rooftops is encouraged
where possible, to provide shared or
private outdoor space for residents and
to provide attractive views for residents
and passersby.
The garages do not face the public street and have
been oriented perpendicular to the lane to satisfy the
9m access requirement. Each unit is given one
enclosed garage and one open parking space with
surrounding landscaping. The open space can be used
by visitors as well.
A fence with surrounding landscaping will give privacy
to the triplex from the lane. As well, a 6 ft fence will
separate the parking area from the backyards of each
of the individual units.
N/A
6
Guidelines 8.7.1 B
Vehicle Access, Parking and Circulation
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.Parking and servicing should be located
underground or to the rear of buildings,
with access from lanes wherever
possible. Where lane access is not
possible, access should be from streets
via narrow driveways to minimize the
impact on streetscape appearance and
disruption to pedestrian movement.
2.Parking structures should be adequately
screened and architecturally compatible
with the rest of the building. Large
surface parking areas should be divided
into smaller sections to avoid a
monotonous appearance with
landscaping strips, trees, building edges,
pedestrian pathways, and pavement
treatment to enhance their visual
appearance.
3.Developments with large parking areas
should provide a direct pedestrian
pathway system through the parking
area to facilitate convenient and safe
pedestrian access between building
entrances, parked cars, and sidewalks of
adjoining streets. Features such as
special landscaping with trees and
benches, overhead weather protection
and distinct paving should be
incorporated where appropriate.
Pedestrian movement should be
designed to avoid any obstruction by
parked vehicles.
4.Shared vehicle access between adjoining
sites should be considered where access
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.
Parking has been located at the rear of the building.
The garages are architecturally compatible with the
principal building. For each unit, an open parking
space has been provided. All other surrounding spaces
have been landscaped with lawn and shrubs for
increased visual appeal.
From the garage or parking space, each unit has its
own entry into the back lawn equipped with motion
sensing light which illuminates the path from the
parking area/garage to the rear entrances of the
units.
Because of the challenge of fitting the garages and
parking spaces in while keeping to the 9m lane access
requirement, the garages are all in one structure. Each
unit has its own door.
7
Guidelines 8.7.1 B (Continued)
5.Locate parking spaces allocated for
people with disabilities as close as
possible to the main entrance to a
building.
6.Crime Prevention through
Environmental Design (CPTED) principles
should be incorporated into the design
of all parking facilities with convenient,
safe, identifiable and universally
accessible access routes to building
entrances, lobbies or other principal
areas of buildings, and to grade level
from any underground or above ground
parking structures.
7.To increase safety, consider using
electronic security devices and
monitoring systems as a supplement to
natural surveillance opportunities in
parking structures and parking areas.
8.The amount of asphalt surfaces in
parking areas should be minimized by
integrating a variety of paving materials
such as concrete, decorative pavers, etc.
or by using alternate surface treatments.
9.Road grades, streets, lanes, and
driveways should conform to the
existing grades as closely as possible to
ensure minimal disruption of slopes and
vegetation. On steep terrain, roads
should be aligned, wherever possible, to
run parallel rather than counter to,
natural contours and existing grades.
The surface parking spaces and parking in the garage
can be used by those with disabilities.
The garages have been equipped on the north and
south sides with motion sensing lights for safety
reasons. As well, landscaping on the sides of the
parking spaces have been carefully chosen to
incorporate lower shrubs which will not impede
visibility from the main house.
Electr security devices and monitoring systems can be
added by future occupants.
Different hard surfaces such as concrete, decorative
pavers and permeable crushed rock will be used on the
property. Asphalt for the parking area will be minimized
so that flower beds will surround these areas.
Road grades, streets, lanes and driveways will conform
to existing grades with minimal disruption of slopes and
vegetation.
8
Guidelines 8.7.1 C
Landscaping and Open Space
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.Landscaping both within and outside the
development should:
a)provide definition for pedestrian
corridors;
b)delineate private and semi private space
from public space;
c)provide adequate screening between
private outdoor spaces;
d)present a pleasing street image;
e)provide suitable buffering between
public road and privacy areas;
f)soften the transition between adjacent
land uses;
g)provide a buffer between residential and
non-residential land uses;
h)create interesting views and focal points
into and out of the site;
i)reinforce design continuity with
neighbouring properties, the scale and
massing of buildings, and the
streetscape by providing consistency in
street trees, plant materials, and other
landscaping elements.
2.Landscape drawings for development
applications should include, but are not
limited to, the following information:
a)the location of mature and existing trees
to be retained or removed,
b)the location of all protective tree
fencing;
c)a grading plan or cross section indicating
finished grade; and
d)a drainage plan for the site.
3.Street trees will be a required
component of all development.
Incorporate deciduous tree species into
streetfront landscaping to define site
boundaries, to enhance public space,
and to permit light penetration in
winter.
(a)Shrubs & trees at main entry & an address pillar
define & line the pedestrian corridors. (b) Layering of
shrubs & trees along the front side porches of the triplex
delineate the semi private main entries of each unit. In
the rear yard fencing provides privacy for each unit. (c)
Fencing, trees & climbing hydrangea provide screening
between private rear yards. (d) The front yard proposed
planting compliments the existing streetscape along
119th Avenue. Trees & shrubs in the front yard provide
year round visual interest. Also included is the
protection of the two neighbouring trees to be retained
& existing hedge along the east side. (e) Fencing, trees,
shrubs and climbers are used in the rear yard to provide
buffering between lane & private yards for each unit. (f)
Transition between homes is main-tained with the
retention of neighbouring trees & hedge. (g) n/a (h) All
proposed trees and some of the larger shrubs line up
with feature windows and front and rear access points
of the triplex. (i) The front yard proposed planting
compliments the existing streetscape along 119th
Avenue. Trees & shrubs provide year round visual
(cont’d from 1) interest. Also included is the protection
of the two neighbouring trees to be retained and
existing hedge along the east side.
————————
2. Landscape drawings will include all information
requested. Catch basin is shown on plan as per Aplin
and Martin.
The street currently does not have street trees.
Decicuous species will be incorporated into the
streetfront landscaping to enhance the public space and
to allow light penetration in the winter.
9
Guidelines 8.7.1 C (Continued)
4.Energy efficiency and conservation
should be considered in the design of
landscaped areas and in the selection of
plant material. This can be
accomplished through:
a)using native and/or drought-resistant
species;
b) designing the landscaping to moderate
the effect of wind;
c)providing shade in summer;
d)allowing natural drainage to occur
throughout the site;
e)allowing daylight into buildings; and
f)redirecting water from rooftop runoff
and downspouts into vegetated areas or
rain barrels for later irrigation use.
5.Maintain continuous landscaping along
abutting streets and minimize the
number of interruptions such as
driveways and parking entrances.
Continue the sidewalk pavement across
driveways and parking entrances.
6.Create visual landmarks on significant
street corners and at locations of high
visibility. Provide landscaping and
consider incorporating features such as
flag poles, banners, visual art,
ornamental trees, fountains,
architectural elements, and landscape
structures.
7.Any portion of a building site left vacant
for future development should be
landscaped consistent with the
landscape plan for the overall site. The
minimum ground surface treatment
should be lawn. Where possible, the
natural state should be retained for
those portions of a property not being
developed.
Native plant material makes up 50% of the plant list, the
majority of the remainder of the plant material is drought
resistant once established. The deciduous trees will
provide shade in the spring/summer months and allow
light into the units is the fall/winter. Water will be
redirected to the garden beds by the downspouts
located near the exterior walls.
The lawn will be taken to the abutting street. All parking
and driveways will be moved to the back lane.
A stone pillar will be used to mark the entrance/address
from the sidewalk to the triplex. A low evergreen hedge
and Dogwood tree mark the main entry and walkway
from the street to the unit entries. Scented evergreen
shrubs are planted at the entries to each unit.
N/A
10
Guidelines 8.7.1 C (Continued)
8.Identify, preserve and incorporate
stands of mature trees into the overall
site landscaping design. Retain unique
tree species, significant vegetation,
natural landscape features and nesting
areas on a site wherever possible. To
attain this objective, prior to the design
of a project, a detailed survey prepared
by a qualified professional indicating the
location and condition of existing trees
and vegetation on a site should be
conducted and provided to the District
as part of the development application
process.
9.Existing vegetation should be enhanced
with new planting wherever
construction activity has destroyed
vegetation. Replanting with indigenous
or native species is encouraged.
10.Consider incorporating rain gardens and
vegetated swales into parking lot
landscaping to increase the natural
absorption of rainwater runoff from
paved areas into the ground.
11.The height and location of a landscape
screen should ensure that:
a)privacy to adjacent properties is
adequately protected;
b) driving site lines are maintained from
adjacent roads, manoeuvring aisles,
parking lots; and
c)the quality of the streetscape and
outdoor living spaces is enhanced.
12.Maximize the amount of landscaped
areas and minimize the amount of
impervious paved surfaces to increase
the natural absorption of rainwater on a
site.
Outlook Arborist Services prepared a Tree Assessment
Report for the site on June 19 2020. Two trees noted in
the report, a Monkey Puzzle and English Holly just off
site and along the front property line will require
protection. A mature hedge along the east property line,
is located on and off the property will be retained. The
four existing trees on site will not be retained. Three of
them conflict with the proposed new construction and
one is in poor condition.
At least 50% of the replanting will be indigenous or
native species.
Cedars, climbing hydrangeas, and other shrubs are
used near the parking area to increase natural
absortion of rainwater runoff from paved areas into the
ground.
A 6 ft fence separating the triplex from adjoining
properties will ensure privacy to adjacent homes is
adequately protected.
Impervious paved surfaces have been kept to minimum
to allow for more natural absorption of rainwater on the
site.
11
Guidelines 8.7.1 D
Universally Accessible Design
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.All non-vehicular routes should be fully
accessible. Sidewalks and pathways
should be wide enough for
wheelchair/scooters and should include
a tactile strip for the visually impaired.
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.
2.Building entries should be:
a)clearly addressed with large numbers
visible from the street;
b) directly accessed from the street
without stairs;
c)provided with level areas measuring a
minimum of 1.5m x 1.5m (4.9 ft. x 4.9 ft.)
both inside and outside of doorways;
and
d)provided with weather protection,
exterior lighting, and power-assisted
door openers.
Guidelines 8.7.1 E
Refuse, Recycling and Service 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.Integrate vents, mechanical rooms,
mechanical equipment, and elevator
penthouses into the roof design or
screen with materials and finishes
compatible with the overall architectural
design.
2.The design of a roof, placement of
mechanical units and satellite dishes,
etc. should take into account views of
the roof from adjacent buildings.
All non-vehicular routes are fully accessible and wide
enough for wheelchairs or scooters. the exposed
aggregate concrete walkway should also provide a
tactile strip for visually impaired.
The triplex unit entries will be clearly addressed with
numbers or letters visible from the street. They will also
be lit with exterior recessed lighting and/or wall
sconces.
N/A
N/A
12
3.Garbage containers and recycling bins
must be:
a)easily accessible;
b)appropriately sized for the building
occupants;
c)contained within roofed/walled
enclosures;
d)incorporated into the overall design of
the development; or
e)screened from public view and
weatherproof and animal-resistant
within the boundaries of each site.
4.Service areas should be internalized
within the development. For
developments with multiple buildings,
common refuse, recycling and service
areas are to be provided. Storage areas
should be located to be convenient and
readily accessible from most buildings or
units on the site. Avoid direct exposure
from public streets and allow for
adequate manoeuvring space for
removal vehicles.
5.Enclose or screen all exterior mechanical
units or equipment, including roof top
units, equipment, and satellite dishes
within upper floors or structures that
from part of the overall design of a
development.
6.Locate building ventilation systems to
minimize noise and exhaust pedestrian
areas, residential units, and outdoor
spaces and locate less sensitive land uses
closer to sources of noise.
7.Buildings should be designed and
constructed maximize sound
attenuation:
a)between units;
b) between public roads and units; and
c)between adjacent land uses and units.
Space for garbage containers and recycling bins have
been incorporated into the enclosed garages for each
unit. This will allow them to be screened from public
view and weather proof and animal-resistant.
N/A
N/A
N/A
The triplex will be constructed with maximize sound
attenuation between units with mineral wool
insulation and resilient channels and between public
roads and units through landscaping as a buffer.
13
Guidelines 8.7.1 F
Signage and Lighting
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.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
shall take precedent.
2.Signage design, materials and message
should be integrated and complement
the scale and architectural detail of the
building.
3.Pedestrian level lighting is encouraged
along all pedestrian routes and
pedestrian plazas. The lighting should
be pedestrian focused.
4.Lighting should be designed so as to
have no direct source of light visible
from the public right-of-way or adjacent
residential land. Care should be taken to
ensure that lighting glare does not pose
a nuisance to adjacent residences,
pedestrians, or motorists.
Guidelines 8.7.1 G
Bicycle Parking and Storage
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.Short term and long term bicycle parking
facilities should be considered for all
developments. Short term bicycle
parking should be in well-lit locations
and clearly visible from a main building
entrance and/or public roads with
bicycle racks made of sturdy, theft-
resistant material that is securely
anchored to the floor or ground. Longer
term bicycle storage areas provided as
part of a parking structure should be
located close to elevators and access
points.
Address signs will conform to the Maple Ridge Sign
Bylaw.
Address signage design will be integrated and
complement the scale and architectural detail of the
building.
Exterior lighting around the triplex have been selected
to provide sufficient lighting for pedestrians. In addition
to all lighting mentioned previous for front and back of
the buildings, the sides of the building will also have
motion sensitive lighting.
Care has been given to selecting lighting that can be
controlled for triplex use and not affect adjacent
neighbours.
Bicycle parking may be in the garge or inside the
house. Bicycles can be wall mounted in the garage. A
wall-mounted rack for multiple bicycles can also be
used.
14
Project Information
To be completed by the Architect on record for this project:
File Number ________________________
Date prepared: _Dec. 8th, 2020______________________
Architect ____David J. Ho____________________ ___________________________
Print Name Signature
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JOB. NO. :DRAWN:DATE:CHECKED:
PROJECT :
APR. 03, 2019T.Y
3 UNIT
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112"32'-2"112"
112"
21
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112"
112"32'-2"112"
112"
21
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-
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"
112"
3068
1'-0"9'-0"1'-7"9'-0"1'-0"
SOLID CORE,
SELF CLOSING &WEATHER STRIPPED
8070 OHD
32'-5"
21
'
-
9
"
32'-5"
10'-312"2'-812"
21
'
-
9
"
PRE-WIRE (OUTLET BOX)FOR ELECTRIC VEHICLES
3068
8070 OHD
10'-0"10'-2"10'-0"
1'-7"9'-0"9'-0"
5'-
6
"
5'-
8
"
2'-4"
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2'-0"
2-
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6
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UNIT 3 SINGLE
GARAGE
10'-0" x 20'-2"20
'
-
2
"
UNIT 2 SINGLE
GARAGE
10'-2" x 20'-2"
UNIT 1 SINGLE
GARAGE
10'-0" x 20'-2"
3068
SOLID CORE,
SELF CLOSING &WEATHER STRIPPED
PRE-WIRE (OUTLET BOX)FOR ELECTRIC VEHICLESPRE-WIRE (OUTLET BOX)FOR ELECTRIC VEHICLES
2'-812"16'-512"
8070 OHD
20
'
-
4
"
1'-0"TYP
4"
12"
14
.
7
7
'
[
4
.
5
0
3
m
]FIN. 37.25MFIN. 37.25MFIN. 37.25MFIN. 37.25M122.21'
TOP OF SLAB ELEV. 37.25m
135.67'
TOP PLATE ELEV. 40.01m 131.27'
9.
0
6
'
[
2
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7
6
2
m
]
4.4
0
'
[
1
.
3
4
1
m
]
13
.
4
6
'
[
4
.
1
0
3
m
]
TOP ROOF ELEV. 41.35m
122.21'
TOP OF SLAB ELEV. 37.25m
135.67'
TOP PLATE ELEV. 40.01m 131.27'
9.
0
6
'
[
2
.
7
6
2
m
]
4.4
0
'
[
1
.
3
4
1
m
]
13
.
4
6
'
[
4
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1
0
3
m
]
TOP ROOF ELEV. 41.35m
1'-0"TYP
1'-0"TYP
4"
12"
FIN. 37.25M FIN. 37.25MFIN. 37.25MFIN. 37.25M122.21'
TOP OF SLAB ELEV. 37.25m
135.67'
TOP PLATE ELEV. 40.01m 131.27'
9.0
6
'
[
2
.
7
6
2
m
]
4.
4
0
'
[
1
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3
4
1
m
]
13
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4
6
'
[
4
.
1
0
3
m
]
TOP ROOF ELEV. 41.35m
122.21'
TOP OF SLAB ELEV. 37.25m
135.67'
TOP PLATE ELEV. 40.01m 131.27'
9.0
6
'
[
2
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7
6
2
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]
4.
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[
1
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4
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]
13
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4
6
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[
4
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1
0
3
m
]
TOP ROOF ELEV. 41.35m
1'-0"TYP
9'-
1
"
8'-
6
"
UNIT 1UNIT 2UNIT 3
ROOF
FIBERGLASS LAMINATED ASPHALT SHINGLES
ROOFING PAPER AS PER BCBC 2018
1/2" ROOF SHEATHING
ENG. TRUSSES MAX @ 24" O.C.
INSULATION AS PER ENERGY EFFICIENCY CALCULATION
6MIL POLY V.B
5/8" GWB
ROOF SPACE
ATTIC VENTING NOT LESS THAN1:300 PER BCBC 2018 (9.19.1.2)
PROVIDE 2 LAYER'S TYPE 'X' DRYWALL CEILING
TO UNDERSIDE OF TRUSSES FIRE CAULKAND SEAL ANY PENETRATIONS
VENT 1/300
ROOF VENTS TO BE UNIFORMLYDISTRIBUTED MIN 25% IN EAVE& 25% IN ROOF TOP.
EXTERIOR WALLSHARDIE LAP SIDING (HZ-5)1/2" STRAPPING FOR RAIN SCREENSCREENING AS PERBCBC 2018 9.27.2.2(1)(a)3/8"X2" CCA STRAPING @ 8" O.C.30 MIN. BUILDING PAPER1/2" PLYWD. SHEATHING2X6 STUDS @ 16" O.C.1/2" GYPSUM WALL BOARD
ELEC.
RM.
TYPICAL FOUNDATION8" FOUNDATION WALLDAMP PROOFED BELOW GRADEPROJECTING 8" MIN. ABOVE GRADE1/2" GYPSUM WALL BOARD8"X18" CONTINOUS STRIP FOOTINGON SOLID BEARING 18" BELOWGRADE
PROVIDE DROP DOWN CLG. FORANY LIGHT FIXTURES - DO NOTPENETRATE FIRE SEPARATION
IN CEILING -TYP.
5 " CONT. ALUMINUM GUTTER2 x 10 WOOD FASCIA2 x 4 CONT. WOOD NAILER
HARDIE SOFFIT (HZ-10)
C/W METAL VENTS
EAVE/GUTTER:
ALL INTERIOR WALLS
1 HR. F.R.R ULC W301
1/2" TYPE 'X' GYP. BOARD2X4 WOOD STUDS @ 16" O.C
1/2" TYPE 'X' GYP. BOARD
OPTIONAL BATT. INSUL. FOR SOUNDPROOFING
W1
W1
SLAB
4 " CONC SLAB
5" COMPACTED GRANULAR FILL ( MIN)
MECH. COMPACTION REQD.IF FILL EXCEED 18"
TYPICAL EXTERIOR WALL
- 1 LAYER 5/8" TYPE 'X' GWB EXTERIOR FINISH- 6 MIL POLY VAPOUR BARRIER (U.V. RESISTANT - WARM SIDE)- R20 FIBREGLASS BATT INSULATION- 2" x 6" STUDS SPACED PER STRUCTURAL DRAWINGS
- 12" PLYWOOD SHEATING- 2 LAYERS 30 MIN. BLDG. PAPER, INSTALLED SHINGLED FASHION-1/2"x2" PLYWOOD CCA PRESSURE TREATED VERTICAL STRAPPING- HARDI-BOARD / SIDINGS: SEE BLDG. ELEVATION DWGS. FOR LOCATION & PROFILE-FIRE RESISTANCE ROTIM 1-HR. REF. EW1A
6"
(
N
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DIMENSION TO FACE OFEXTERIOR SHEATHING
W1
SCALE: 1/4"=1'-0"
1 DETACHED GARAGE - FLOOR PLAN
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N O R T H
SCALE: 1/4"=1'-0"
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-SCALE: 1/4"=1'-0"
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TEL. 604.446.669443-23539 GILKER HILL RD.
MAPLE RIDGE, B.C V2W 1C8
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#
SECTIONS
100
DR
A
W
I
N
G
N
O
.
JOB. NO. :DRAWN:DATE:CHECKED:
PROJECT :
APR. 03, 2019T.Y
3 UNIT
MAPLE RIDGE, B.C.
(C
)
C
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P
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C
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B-
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15'-10"34'-5"
3'-
9
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7'-3"
#
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K-3386RIALTOTOILETSVITREOUS CHINA
BEDROOM 1
8'-9" x 10'-8"
BEDROOM 2
7'-3" x 12'-7"
MAIN BATH
9'-0" x 8''-4"
MASTER
BEDROOM
14'-0" x 11''-5"
BEDROOM 2
9'-0" x 13'-7"
BEDROOM 1
9'-0" x 10'-7"
MAIN BATH
8'-11" x 5''-4"
BEDROOM 1
8'-11" x 14'-10"
BEDROOM 2
9'-0" x 9'-10"
K-3386RIALTOTOILETSVITREOUS CHINA
MASTER
BEDROOM
14'-0" x 10'-4"MASTER
BEDROOM
10'-10" x 15'-7"
K-3386RIALTOTOILETSVITREOUS CHINA
K-3386RIALTOTOILETSVITREOUS CHINA
W/D MAIN BATH.
7'-6" x 9'-11"
ENSUITE
6'-0" x 12''-2"
W.I.C
5'-6" x 5'-10"
ENSUITE
5'-0" x 15''-8"
SKYLIGHTOVER
52'-3" (15.92m)
1 2 3 4
A
17'-6" (15.92m)17'-6" (15.92m)17'-3" (15.92m)
DN. 16R
28
6
8
2668
2668
26
6
8
30"X60"TUB/SHWR.
20
6
8
20
6
8
20
6
8
CLOSET
W
D
2668
CLOSET
30"X60"TUB/SHWR.
48
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H
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P
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26
6
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26
6
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2668
DN. 16R
2668
30"X60"
SHOWER
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R.I CONDUIT
FOR FUTURE SOLAR PANEL
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H
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2668
CO/SMOKEALARM
CO/SMOKEALARM
CO/SMOKE
ALARM
CO/SMOKE
ALARM CO/SMOKEALARM
CO/SMOKE
ALARM CO/SMOKEALARM
CO/SMOKEALARM
CO/SMOKEALARM
CO/SMOKEALARM
CO/SMOKE
ALARM
32"X60"
SHOWER
W
D
20
6
8
20
6
8
26
6
8
2068
30"X60"
TUB/SHWR.2668
2668
DN. 16R
26
6
8
CLOSET
2068
CLOSET
CL
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A
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BEDROOM DOORS TO BE UNDERCUT MIN. 1/2" FOR CROSSVENTILATION, TYP. PROVIDE VENTILATION AS PERBCBC 2018 9.32
ALL EXTERIOR DOORS TO RECEIVE WEATHER
STRIPPING AND SECURITY HARDWARE. DOOR
GLAZING/SIDELIGHTS TO BE SAFETY GLASS.
MIN. 4" STEP DN. @ FLOOR TO PATIO TRANSITION.
PATIO TO SLOPE MIN. 2% AWAY FROM HOUSE.
NOTE: VENTILATION SYSTEM &FAN CONTROL COMPLIESTO SEC. 9.32.3. EACH DWELLING UNIT SHALL HAVESEPARATE VENTILATION SYSTEM
26
6
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40
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B
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50
6
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28"X20" INSULATEDATTIC ACCESS HATCH
1'-
8
"
2'-
8
"
2668
K-3386RIALTOTOILETSVITREOUS CHINA
ENSUITE
9'-0" x 8''-0"
30"X60"
SHOWER
CL
O
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CL
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26
6
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26
6
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14'-0"
14'-012"
12
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-
5
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11
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5
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12
'
-
0
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CL
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26
6
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26
6
8
12
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-
2
"
PROPOSED UPPER FLOOR
50
'
-
3
"
UNIT 1:
822.81 SF
(76.39 sq.m)
UNIT 2:
826.65 SF
(76.75 sq.m)
UNIT 3:
858.65 SF
(79.72 sq.m)
TOTAL UPPER:
2508.11 SF
(232.87 sq.m.)
8'-0" (2.44m)
CEILING HEIGHT:
4
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4
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28
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LIN
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AREA: 786.21 SF.AREA: 793.27 SF.AREA: 824.20 SF.
40
'
-
4
"
7'-
3
"
2'-
8
"
4'-
1
0
12"
45
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-
4
12"
JULIET BALCONY
3068 SL.3068 SL.
3'-
2
12"
6'-0"11'-4"
6'-
8
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4'-
1
1
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10
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-
3
"
24
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-
1
18"
4'-11"9'-6"10'-0"8'-5"4'-3"5'-2"9'-1"4'-11"
56'-3"
50
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-
3
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5'-
7
12"
5'-
2
12"
7'-
9
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21
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2
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8'-
1
0
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1'-
8
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11
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-
7
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34
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-
4
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10
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1
0
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37
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-
9
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17'-4"17'-7"2'-0"
5'-2"6'-0"6'-5"6'-5"4'-6"6'-5"5'-9"5'-7"
56'-3"
2'-0"
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14
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1
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9'-
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13
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-
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10
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7
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LINE OF MAIN FLR. BELOW
LINE OF ROOF BELOW
K-3386RIALTOTOILETSVITREOUS CHINA
LINEN
2668 BF
26
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2068
2068
2068
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20
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Sym Qty Botanical Name Common Name
Trees
VM 1 *Acer circinatum Vine Maple
WV\ 4 Cornus nuttalii 'Eddie's W Wonder Eddie's White Wonder Dogwood
Shrubs
C 7 *Cornus sericea Red Stemmed Dogwood
G 4 *Gaultheria shallon Salal
Ch 1 Mahonia x media 'Charity' Hybrid Mahonia
f 7 *Polystichum munitum Western Sword Fern
R 7 Rhododendron 'Dora Amateis' White Rhododendron
s 8 Sarcococca hookeriana humilis Himalayan Sweet Box
t 5 Thuja occidentalis 'Smaragd' Emerald Cedar
V 14 Viburnum tinus 'Spring Bouquet' Winter/Spring Viburnum
X 3 *Vaccinium ovatum Evergreen Huckleberry
Grou ndcover/Vi nes
* 25 *Cornus canadensis Bunch berry
+ 16 Hydrangea anomala Climbing Hydrangea
NOTES :
1. All materials , installation and maintenance of landscape works shall conform to the BCSLA/BCNTA Landscape Standards.
2. Minimum growing medium/soil depths to meet the following and include the recommendations in the City of Maple Ridge Rainwater Management Plan:
lawn-12"/300mm
ground cover-12"/300mm
shrubs-18"/450mm
trees-12"/300mm (around and beneath root ball)
3, Trenching for utility connections to be coordinated with the City of Maple Ridge Engineering Department to ensure safe
root zones of retained trees. Method of tree protection for street trees to be approved by City of Maple Ridge Park Board.
4. The retention and removal of existing trees is noted on landscape plan as per the recommendations in the June 19 2020
Tree Assessment Report prepared by Outlook Arborist Services.
5. Native plant material identified with '
Size
1.5m
6cm
#3pot
#2pot
#5pot
#2pot
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R 7 Rhododendron 'Dora Amateis' White Rhododendron
s 8 Sarcococca hookeriana humilis Himalayan Sweet Box #3pot
t 5 Thuja occidentalis 'Smaragd' Emerald Cedar 1.5m
V 14 Viburnum tinus 'Spring Bouquet' Winter/Spring Viburnum #2pot
X 3 *Vaccinium ovatum Evergreen Huckleberry #2pot
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+ 16 Hydrangea anomala Climbing Hydrangea #2pot :a:
NOTES: A.
1. All materials installation and maintenance of landscape works shall conform to the BCSLA/BCNTA Landscape Standards. _
2. Minimum gr~wing medium/soil depths to meet the following and include the recommendations In the City of Maple Ridge Rainwater Management Plan:
lawn-12"/300mm
ground cover-12"/300mm
shrubs-18"/450mm
trees-12"/300mm (around and beneath root ball)
3. Trenching for utility connections to be coordinated with the City of Maple Ridge Engineering Department_to ensure safe
root zones of retained trees. Method of tree protection for street trees to be approved by City of Maple Ridge Park Board.
4. The retention and removal of existing trees is noted on landscape plan as per the recommendations in the June 19 2020
Tree Assessment Report prepared by Outlook Arborist Services.
5. Native plant material identified with '
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204A -3003 ST JOHNS STREIT PORT MOODY BC V3H 2C4
PHONE 469-9649 FAX 469-0800
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Aplin & Martin Consultants Ltd.
3862 W. 14th Avenue
Vancouver, BC. V6R 2W9
December 02, 2020
Tyson Baker
Planning Department
City of Maple Ridge
11995 Haney Place
Maple Ridge, BC
V2X6A9
Dear Tyson:
Tel: (604) 224-6827
.Re: Proposed Triplex Development 22058119 Ave Maple Ridge, 2019-353 RZ
Our File:18-007A/ DX 617A
Certification:
I hereby certify that our Stormwater Management Plan for this project meets or exceeds the
GVRD and DFO Guidelines for water velocity, quality, and quantity.
Background:
The 3 Tier Approach to Stormwater Management is part of the Stormwater Planning Guidebook
for British Columbia as issued by the Province with the GVRD and Maple Ridge being some of
the sponsors.
Tier A Events:
These are small rainfall events that are less than 50% of the mean annual rainfall event, which
occurs once a year. These events represent about 90% of all rainfall and should be captured at
source to reduce runoff volume and provide rainfall capture. In Maple Ridge, these Tier A
Events are less than 40mm of rain per day. (Calculation sheets attached).
Processed topsoil (300mm thick) will be placed in all landscaped areas.
Tier B Events:
These are larger rainfall events that are greater than half the size of the mean annual rainfall and
represent about 10% of the overall rainfall. Typically, these events are to be detained. In Maple
Ridge, these Tier B Events are between 40 and 80mm of rain per day.
The Tier B event flows will be released at a controlled rate of a 1 :2 year forested flow of
0.00lcrn/sec (storage volume 2.1cm).
Aplin & Martin Consultants Ltd.
3862 W. 14th Avenue
Vancouver, BC. V6R 2W9
Tier C Events:
Tel: (604) 224-6827
These are extreme rainfall events that may or may not occur once a year. These events can be
released as long as the 10 year storm is managed to provide public safety. In Maple Ridge these
events are over 80mm of rain per day.
The storm sewer will discharge to an existing 450 diam. pipe on 119 Ave. No additional
downstream erosion will occur as a result of this Development.
CC Client
0 DETENTION THREE TIER *
SYSTEM
0::: w ~
f-CHAMBER /OIL * m INTERCEPTOR
j
\_
55
EX. 1.0m CONTOURS PRIOR
TO SITE GRAOING T'IP.
119 AVE
tt4!10fM SII
LANE
ION
53
15 ----
NO TE :
100 YR H.G .L.
BEL OW THE
IS
M.B.E .s
21 -1---20 --4--19 --
STORM WATER MANAGEMENT PLAN TYPICAL DETENTION CHAMBER /OIL
INTERCEPTOR DETAIL
<( AT BUILDING PERMIT
0::: STAGE A MINIMUM OF * w 300mm OF PROCESSED
f-TOPSOIL IS REQUIRED.
U:G.t.l DESCRIPTION: LOT 54, DI. LOT 397, GROUP 1, SEC 10, 1P 12, NII() PLAN 14049 ....
LOCATED AT 221 STREET & 119 A\'ENUE (CIID28 G',1l0)
8 27,11,20 FOR APPROVAL
A 06.11.20 FOR SUBMISSION
No. DATE REVISION
MONUMOlT NO.
85110758
El£VATION:
J6.781m
AV
AV
BY
SEE ON -SITE SUSIE SZIKLAI
LANDSCAPIN G PLAN FOR
TOPSOIL AREAS
N.T.S.
DEVELOPER: GRACE YU
1217127 B.C. LTD.
PROJECT:
3862 W. 14 Avonue, V■ncOIIVOf, B.C. C■nada V6R 2W9
Tel: (604) 817-4695, Fu:: (604) 597-9061, Email: d:lall'd@apllnmartln,com
428 NORTliCUFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
PROPOSED TRIPLEX
220S8 119 AVENUE
MAPLE RIDGE, BC
,. ....
....... o
OtEO(EO -SC"l£$
H0RL
VERT.
11-007A/DlC6t7A
21/06/'lOZO
GrxeVu
22053119Ave
3• Titt Stormwater Management Volume Calculations
r.e, A: capture and lnfittrate S°" of Mean Annual Rainfall (36mm in 24 Hour Period)
let' A klfittn11tlon Vofume Required
A lnfihratlon Volume Provi~
902
902 m1
'6mm
llm'
...
32 m•
32 m1
Tier 8: Detain From ~ of MAR up to and lndudtng the MAR
AtH(m1
361
T<
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Runofftotffedtf,t
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Q,.... (Z•yor P'oll-~cnt)
20
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100 ,,.
'" '60
180
200
lnt1nslty
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,.
1'
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Oetffltlon Volume ReQUlttd to D@~lrl FuN MAR
I~ B Total DMtnUon Volume Required
(SO'JCi of Full MAR Detention Volume)
IS ,o
'-•kFlow
O.,
m'/s
0.004
0.004
.o·~--0004
0.004
0.004
0.004
0.004
0.004
o ....
1.2m
2.1 m'
ttt I Detention VoklmeReaulfed Ott Lot• :u m1
IRe&uw:Ratenerlot' 0.7 s
o,o
o.so
Pukflow ....
0.003
0.002
0.002 0.002
0.001
0.001
0.001
0.001
0.001
0.001
• Volume and rele_.Sl: rate per lot cau,lated by pro-n1llnJ total volume for lar1es1 lot (lot 1)
Orif1<e Equation:
Q--CAl2&h)»
A.:Q/(C(2gh)9'~
A. AIH ol Ofifke (m1)
I• AC(e~atioo of Gravity (m1/sl
ha. He~ on the orifice platf': (m)
ca Coeflk~l of dluharge
r ., R~ius of proposed orifice
Q• RdeaseRate
Comtants:
C
0.0002 m'
17 mm (16.~)
~ C:. Ot!taln the 10-Yea, Event and Release at the 2-Year Pre-Development Rate
(In EJlisting Detention Svstem on 232A Street)
T,• ourulon ol no,m, hi W<ond1
T, • TIIM 1oconcermallon, lnwcond~
Q.,. Pukflowl0<$torm, T,•T.,m1b
O,.l• PukllowlOl'itOl'msped'itd,m'1/l
O...• Mi~1mumrtleaM:!1a1e,m'/s •Q,,,.
N01ES:
To ii
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0.00
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Requftd S101qe
•. , .. , .. , ,.o ,., ,.,
" ,.
lnflfttadon Volume tm ')
""' 32
0.0027&
0.0027.S
Q
m1/s . .,,,
0.004'
1. sa: lltEET 2 RR CIJGAI. NOl!S 5245-20-2019-353
AV
OM.
OM.
OM.
1:250
CITY OF MAPLE RIDGE
ENGINEERING OEPARlMENT
STORM WATER
MANAGEMENT PLAN
DAT(
SEPTEMBER 2019
SHEET 06 or 06
owe. No. ""'· 18-007 A-06 B
FILE No. Ml18-007A X-617A
PROJECT:
CLIENT:
APLIN & MARTIN PROJECT No.
OFF-SITE DRAWING INDEX
SITE LOCATION PLAN
18-007A / DX 617 A
MUNICIPAL PROJECT No.5245-20-2019-353
01 COVER SHEET
02 KEY PLAN, STORM SEWER, SANITARY CONNECTION
LOCATION & STREET TREES
03
04
PROPOSED TRIPLEX
22058 119 AVENUE
MAPLE RIDGE, B.C.
GRACE YU
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
EROSION AND SEDIMENT CONTROL PLAN OFF-SITE & ON-SITE
LOT GRADING & COMPREHENSIVE LOT GRADING
SITE
1217127 B.C. LTD.ROADWORKS LANE
05
06
STORM WATER MANAGEMENT
DEWDNEY TRUNK RD
/ [IIJ -Iii -N N SEATON PL
[IIJ /~
119 AVE ~
~
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APLIN MARTIN L,J
s =Iii
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LA E LJ ~E
I l I I I 111 1:1 11 I 11 I I ~1
ENGINEERING ARCHITECTURE PLANNING SURVEYING
#505 -1755 W. Broadway Street, Vancouver, BC V6J 455
Tel: (604) 224-6827, Fax: (604) 597-9061, Email: general@aplinmartin.com
SELKIRK AVE
LAURIE AVE ,_______, I \ I I !LANI I I I ~
~----'---'-----''-----L.__J I I I I I I I I '-----------------'
LOUGHEED HWY
NOT TO SCALE
18-007A-02
PROPOSED TRIPLEX
DEVELOPER:
PROJECT:
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0602
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
60
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"CASH IN LIEU" FOR 119
LANE SURFACE WORKS
AVE & ---, ABANDON EXIST.
20mm WAT. CONN.
BY MAPLE RIDGE 0
DEVELOPER'S EXPENSE
61 EX. 200• D.I. W/11
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13.00m-50mm WATER
CONNECTION BY
MAPLE RIDGE 0
DEVELOPER'S EXPENSE
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TEMPORARY
/
ASPH. RAMP
(BOTH ENDS)
:.
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PLAN ASSUMES
EXISTING HOUSE &
BUILDINGS HAVE
BEEN DEMOLISHED
~ EX. 1.0m CONTOURS PRIOR ai "
TO SITE GRADING (TYP.) ~ :,1 cc, ·, _,, / c:-= I WALKWAY 53
I ,_ ~ .,
ii ii
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'~ '"s;;;:--,-;::==f=;:._=•"',_~'.)'.-'0'"°'·~-=-,-,/ ~--1----IEXISTING
"" SAN 34.40 ~ TREES :~'-1-----:-:,.~D = l.5/~ _::_ 1 C,SH IN LIEU FOR FUTURE
•·' NG ij '-'-:'o) R MOVAL/RELOCATION OF
~-~ v '-. "' "' .,u::..:n:.=Ll:..:.TY.:.....:....POLE=-------1
I ~ _ _.,.-oD •• r -~Cb:----~ .,, It:;;::; :;; • ~ ./
!,i ii ~ ---------~d E~ §"' ~ ]I ~:;; ~~ § •;;; ! 13 i>:~ ~;,,: -: [;l~ I ~ ,.~ -. I,.; -o o 1;S ~ , ' '2-,;_
NOTES:
1. ALL POLES TO BE GALVANIZED, FACTORY POWDER
COATED c/w TRAPEZOIDAL BASES (PAINT BLACK).
2. NOVA POLE HAND HOLE COVERS REQUIRED.
7
FUTURE
LIGHT
6
----------
52
LEGEND:
~
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11~ ~ J_ _ ' 21J.# j-f-EX, 7.J ~ 0
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NOTE:
T
LANE
--+
21
1.0m WIDEN AND GRIND &
40mm ASPHALT OVERLAY
100 YR H.G.L. IS
M.B.E.s BELOW THE
REPLACE EX.
100, SAN
CONNEC!DI
c/w I.C. ~
carpe diem
,--
19
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AT BUILDING PERMIT
STAGE A MINIMUM OF
300mm OF PROCESSED
TOPSOIL IS REQUIRED.
"CASH IN LIEU"
Landscape Design Consulting
BOULEVARD TREE SCHEDULE
QTY. BOTANICAL NAME
3 ACER RUBRUM
' LEGAL DESCRIPTION, LOT 54, DL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
4438 west fifth avenue, vancouver, b.c.
telephone: 604 221 2292 NOTE:
-NEW DA'IIT SlREEllJQff FLAT LENSE POI.£ (BI.Aa<)
LU MIN AIRE• AMERICAN ELEClRIC MODEL AEL A 180 20BLEDE10 (71W LED R2 400DK)
flll,E;. 9.0m DA'IIT
-NEW DA'IIT SlREElllGHT POLE (BLACK)
('SB' DENOlES SER'IICE BASE & PHOTOCEil.)
WMINAIRE; AMERICAN ELEClRIC MODEL AEL A 180
20BLEDE10 (71W LED R2 4000K) flll,E;. 8.0m DA'IIT WllH 1.0m SER'IICE BASE (9.0m OVERAU.)
-NEW POST TOP SlREEnJGHT POLE (BLACK)
WMINAIRE• AMERICAN ELEClRIC MODEL AEL A 180
10BLEDE10 (37W LED R2 4000K)
fllLE:. 7.Sm DAVIT
-FUlURE DAVIT SlREEnJGHT POLE
-JJNCTION BOX
-B.C. HYDRO SER'IICE BOX
-WMINAIRE ON RED PHASE CONDUCTOR
-WMINAIRE ON BLACK PHASE CONDUCTOR
- 2 No. 6 TMi FEEDERS & 1 No. 8 TMi GRD.
IN 30mm R. PVC CONDUIT
-3 No. 6 TMi FEEDERS & 1 No. 8 TMi GRD.
IN 30mm R. PVC CONDUIT
-30mm R. PVC CONDUIT ONLY
-!50mm R. PVC SERVICE CONDUIT
-SlUB OUT FOR FUlURE EXTENSION
GENERAL N0lES.:
1. ElfVATIONS ARE REFERRED 10 GEOOETIC DATIJM
2. IU CUISIIIJC!KN AND IIAlERIAIS 10 BE t<I ACC(Jll)ANCE llllH
aJRRENT aTY OF MAPLE RIDGE ENGINEERIIG DEPARlMENT
STAN>ARDS AND SPECIACATIONS.
3. lffERE t<IAIJ..tjG OF EXIST. DITai, ETC., IS REQUIRED
AND IHRE SER'IICES ARE CONSlRUClED IN AU.
SECTION, AU. MAlERIAI. IS TO BE GRANULAR BAa<FIU.
COMPAClED TO 95'1 MOOFED PROCTOR.
4. RESIDENTS DIREClLY AFF.CIED BY CONSlRUClED OF
PRD.ECT SHAU. BE GIVEN 48 HOURS NOTICE PRIOR 10
CONSlRUCTION.
5. CONlRACTOR 10 EXPOSE AU. EXISTING UlUTIES AT
PROPOSED TIE-INS AND CROSS-0',ER POINlS TO
1/ERIFY IN'IERTS AND LOCATIONS PRIDR TO
COMMENCING CONSlRUCllON AND SHAil NDTIFY 11£
ENGlteR OF ANY DISCREPANCES DR CONRJClS.
6. AU. EXISDIG MANHOI.£ RIMS. VN..1/fS, LIDS. ETC., TO
BE ADJJSlID TO SUIT ANAL GRADES.
7. EXISllNG BUlDINGS, SlRUCTIJRES, AND FENCES TO BE
DEIIOUSHED AND REIIOl.tll BY llE'IELOPER. AU. aTY
BUILDING DEPT. REQURElENlS ARE TO BE MET PRIDR TO
DEIIOl.lllON.
8. AU. lESltlG AND REIESllNG IF NECESSARY, Will. BE
lHE RESPONSIBUTY OF lHE CONlRACTOR. AU.
ASSOCIAlED COS1S FDR lESllNG, INWJDING
SUBMISSION OF lllllTIEN REP0RlS AS EJ.. AS 'IIDEO
LOGS, 'MU. BE 11£ RESPONSlll.JTY OF lHE
CONlRACTOR.
9. AU. lESltlG SHAU. BE CARRIED OOT BY A QUAUFED
lESllNG ARM APPROl.tll BY lHE aTY OF MAP!£
RIDGE, AND lHE CONlRACTOR DR DE\'EUPER Will. BE
REQUIRED TO AD'IISE lHE INSPECTION DEPARlMENT AT
LEAST 48 HOURS IN ADVANCE OF UNDERTAKING Alf'/
lESllNG.
WAlERWORKS N0lES.:
1. AU. 'MlRKS TO BE CONSlRUClED IN ACCORDANCE WllH
aTY OF MAPLE RllGE STANDARDS SPECIACATIONS.
2. CONlRACTOR 10 LOCAlE TIE-IN PDINlS AND LOCATION OF
EXISllNG SER'IICES AT CROSS-DI/ER POINlS PRIDR TO ANY
CONSlRUCllON TO VERIFY INI/ERT AND LOCAllON.
3. AU. WAlERIIAINS 10 BE D.I. PC J50 CEMENT MORTAR LHD.
4. AU. CONNECTIONS TO BE J&nml TYPE K COPPER.
5. MIN WAlERIIAIN GRADE TO BE 0.101
6. COVER ON WAlERIIAIII TO BE 1.0m MIN, Um MAX.
7. llllUST BUX:KS TO BE PLACED lffERE REQURED AS PER
aTY OF MAPLE RllGE SPEaACAllONS.
8. PRESSURE lESllNG AND CHLORtlATION TO BE PERFORIIED
BY CONlRACTOR.
9. AU. ATllNGS SHAU. BE AS PER CITY SPEaFICATIONS.
10. AU. WAlER SER'IICES TD BE INSTAU.ID WllH IElER BOX &
MATERIALS AS PER SD 'MIS.
10.0.1 \\\£RE IIN 0.50m 1/ERTICAL DR 3.Dm HORIZONTAL
SEPARATION ARE NOT ACHEl.tll RELATIVE TO ANY STDRII &
SANITARY MAINS DR lHE WAlERIIAIN CROSSES UNDER A
SE\\m IIAIN. SEE MAPLE RIDGE DESIIJI CRllERIA SEC1DI
WIO.
10.0.2 lHE CONlRACTOR YIIU. BE REQUIRED 10 lEST AU.
WAlERIIAIIIS ACCDRDING TO SECTION 3.1.2.31 (e) AND
DISINFECT AND FLUSH ACCORDING TO SECTIDN 3.2.2.10 OF
11£ GENERAL SPECIACATIONS PRIOR 10 ACCEPTANCE.
VARIETY COMMON NAME
RED MAPLE OCTOBER GLORY
STORM N0lES :
1. IU DK SHIU BE CllNSlRIJCIED t<I AClm>ANCE 111H aJY CF IIN'lE RllGE
STNllARD CIJISIRUC1IDN SPEaFlCA TIDNS
2. IU P.V.C. Pl'E 10 BE SDI! 35 Nil CDNCRE1E Pl'E 10 BE A.ST.II. Cl4 a.ASS J
3. IU SIOOM CONNECllONS 10 BE 15D DI,\ (SDI! 28) c/w I.C. (WI. GIWlE 2.0X)
4. IU CAlCIIIASINS 10 BE 600 1.0. 15 PER SID. llWG. Sil D7 I IU RfAR YMII I.AMI
DRHNS 10 BE J75 1.0.
5. IU CAlCIIIASINS 10 !\WE SIIGI..E lfAllS 200 DIA.
6. IU IWtHOIES 10 BE 1D5D 1.0., lN!SS l1IIERMSE NCJlm
7. SEE RllllJWORICS' DIGS FllR l.DCAllDNS Nil El.EVAll0NS CF CAlCIIIASINS.
8. lHE CONIRICllJI WU BE REQUIRED 10 \llED IISPECf SIORII IIMIS PRIOR 10
M:CEPIANCE. \llED INSP£CllJNS If£ 10 BE RECORIEl DN CD WRC COOING FIRMT
Nil If£ 10 BE l\Jlffll t<I 10 TIE arr ALONG WIIH A IETMfD llRIIIEN REPlffl.
SB:IICJIS CF SIOOM SEWER l6lt<I llllCH DO t«lf PASS VIIE> INSPECIION WU BE
REl¥RD Nil RE-YllEO-ED /IJ lHE CDN11!liClllR's COST.
9. N«:HOR BLOCKS REQIIRED DN SIEEP ElllNS 15 PER Ill SD CJ.
SANITARY NOTES.:
1. All WORK SHAil BE CONSlRUClID IN ACCORDANCE WITH CnY OF IIN'lE RllGE
STNlMRD CONSTRUCTION SPECFICA110NS
2. All P.V.C. PIPE TO BE SOR 35
l All SANITARY CONNECllONS TO BE 100 DIA. (SDR 28) c/w I.C. (MIN. GRADE 2.0X)
4. All MANHOlfS TO BE 1050 I.D., Utl.ESS OnlERWISE t«l1ID
5. 11£ CONTRACTOR Will BE REQUIRED TO MR TEST lHE SANITARY SEWER NS ANl
SEIMCES ACCORDING TO SECTION 3.1.2.31 OF lHE GENEIW. SPECFICATIONS. PRIOR
TO M:CEPrANCE 11£ CON1RACTOR Will BE REQURED TO VIDEO INSPECT SANTARY
MAINS. PRIOR TO M:CEPrANCE VIDEO INSPECllONS ARE TO BE IECORllEll ON CD
WRC CODING FORIIAT AND ARE TO BE TURNED IN TO 11£ Cl1Y ALONG WITH A
DrrMlfD WRITTEN REPORT. SECTIONS OF SANITARY SEWER MAIN WHICH DO NOT
PASS VIDEO IISPECllON Will. BE REPARED ANl RE-VIIEO-ED AT 11£
CONIRACTOR'S COST.
6. NlCHOR BLOO<S REQUIRED ON STEEP SECl10NS IS PER lttttCD.
UTILITY CLEARANCE CRITERIA AND GENERAL NOTES
1. TREES SHOULD BE PIANIID A MINIMUM DISTANCE OF:
6.0m FROM LIMP STANDMDS
3.0m FROM Ullll1Y POI.ES
2.0m FROM SIDEWAIJ( CROSStlG, CATI:H BASINS, HYllRANlS
1.2m FROM VN..VE BOX, SERVICES, IIAIIHOl£S
1.5m FROM SEWER SERVICES
7.5m FROM SlREEf CORNERS
FROM BUILDINGS:
COLUMNAR TREES 2.0m
SPREADING TREES J.O -5.0m
2. TREES MAY BE PU,CE() NMNf. A Ullll1Y PROVIDED lHE Ullll1Y HAS A
MINIMUM 0.9m COVER.
3. ANAL LOCAllON AND SPECES SELECTIDN SIWJ. BE TO lHE SAllSFACTIDN DF
lHE Cl1Y OF IIAPLE RIDGE.
4. SlREEf lREES SHAU. BE PLANml ON IINIMUM 100mm QUAI.JlY TOPSOIL
SPR£All lHROUGHOIIT BOUl.i\lNlD STRP.
5. ICI\JAI. lREE QUANllllES, SPACING AND LOCATIDN Will. VARY .ICCORllt<IG TO
SITE CONDlllONS AND lHE SPECIES SELECTm. LOCAllONS TO BE STAKED BY
lHE CONIRACIOR AS SHDWN ON CROSS SECTIONS AND CENTERS NJICAlED.
MINOR N..lERAllONS IN LOCAllON CAN BE PERFORMED IF OBSIRUC11DNS NlE
ENCOUNTERED. OBSIRUCllDNS REQURING WJDR AllERATlON TO 11£ PLANS
NlE TO BE REPOR1Bl TO CITY FOR RESOLUllON.
WARR.INJY AND RENGFJENI·
6.A) DURING lHE WARRANTY PERIOD, lHE DWNER SIWJ. REPUa: AU. TREES
lHAT DIE, ARE IWWlED, OR FAI. TO GROW SATISFACJORILY, Mi llETERIINED
BY lHE CITY.
B) AU. REPIACEMENTS SHAU. BE WITH lREE DF lHE SAME SPECES, VARIEIY
AND SIZE AS lHE ORIGINAL PIANTt,IG PL.AN.
lHE WARRANTY DN REPIACEMENT lREES SIWJ. EXTEND FOR A PERIOD
EQUAL TO lHE ORIGINAL WARRANTY PERIOD.
C) CONT/a EI-MRONMENTN.. lECHllaAN, GHL SZDSJEK AT lil. 604-467-7499
TO REVEW AND INSPECT lREES Alll LOCAllONS ONSl1E PRIDR 10 PIANfflG.
7. IN SEPARAlED SIDEWAU( PLANlWG SlRIP5, AU. ROAD BASE AND OlHER
UNACCEPTABI.£ MAlERIAI.S SHAU. BE EXCAVAlED TO A DEPlH OF D.6
MElRES BELOW lHE TIP OF aJRB. GRO'MNG MEDlJM, OF SUFACIENT
VWJME, SHAU. BE INSTAU.ID TO ACHIEVE A FIIISHED GRADE MEETING 11£
TOP OF CURB, SUB.ECT TO APPROVN.. BY lHE aTY OF MAP!£ RIDGE.
ROOT BARRIER TO BE NSTAU.ID ALONG SIDEWALKS lffERE TREES ARE
LOCA lED NEXT TO SIDEWAU(.
8. S1REET TREES SHAU. BE SUPPLIED AND t<ISTAU.ID AS PER lHE MIJNICPN..
S1REET 1REE SPECFICA TION. AU. MA 1ERIALS AND 'MlRKMANSHP SHAil
COMP!. Y WllH 11£ BRITISH COUJll!IA LANDSCAPE STANDARD. SUBSllllJTIONS
MUST BE APPROl.tll BY lHE aTY PRIDR TO PLANTING.
PLANT SIZE SPACING STREET/AVENUE
8.0 cm CAL 12m-15m 119 AVENUE
B.M. MONUMENT NO.
B5H075B
ELEVATION,
36.781m
email: arenal@b.c.sympatico.ca \ SPECIES CAN BE DETERMINED AT THE TIME OF
LOCATED AT 221 STREET & 119 AVENUE (CVD28 GVRD) PLANTING AS APPROVED BY G. SZOSTEK
5245-20-2019-353
B 27.11.20 FOR APPROVAL AV
A 06.11.20 FOR SUBMISSION AV
No. DATE REVISION BY
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
DRAWN AV SEAL
DESIGNED DWL •' ,, ,,
CHECKED DWL ,•
• •
APPROVED DWL I ,,
' SCALES ,, ,,
HORZ, 1:250 "'~ N .,, ~ ............... _,.,,:,,.,.,
VERT.
CITY OF MAPLE RIDGE
ENGINEERING DEPARTMENT
KEY PLAN, WATER, STORM & 1--DATE_S_EP_TEM_BE_R 2_01_9 ---1
SANITARY CONNECTION SHEET
LOCATIONS & STREET TREES
OF
DWG. No. REV.
B
FILE No. AM18-007A/DX-617A
18-007A-03
PROPOSED TRIPLEX
DEVELOPER:
PROJECT:
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0603
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
39 39
38 ~ ~ o------->---------<-GRADE-TO~t---+--~-----...,pR""OP"'.·c"~'-t------------1r11------+-------+---------<
FUT. C/L l IIEETI. EX. C/L FUT. C/L-
"'FUT. -o.60,,: __ £!!!· +o.~ =-"f--~;::;:-:;=j.$:!=,:=-;;;o~.6=0,,:=~==--====b:U-FU _ _ ___ _ _ __ T. -0.60,,: 37 ===, 37 I EX C/L-<a:!.~--
1 ~ ~-
36i ~ 8 36 o------------1>-------------1--+-----,z:-ld'''-------+-----+-l l-----+------t==-=--------,
I~ ,,_
3512
----
~ ---
341
!
I
331 ,_
PROP. 1;:1 co ,,., I')
Ct ELEV. I..,: r-.:
:2 I')
EXIST. 1~ [::;
~ Ct ELEV. ' 1:l 1:l
N
0 co
STATION I') ~ + -+ -
a: ::c
----
II)
I')
r-.: I')
~
1:l
II) ..,.
+ -
EX. 1501 SAN o:]:s'.§% == --__ (...
"w
-H -H
1n ~ ;:Ii~
xx WW
co II)
N N ~ ~
~ ~
1:l 1:l
co
0 N co -+ co -+ -
"CASH IN LIEU"
FOR LANE WORKS
1.0m WIDEN AND GRIND &
40mm ASPHALT OVERLAY
20
LANE
-+-7
19
LEGAL DESCRIPTION, LOT 54, DL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
B.M.
LOCAlED AT 221 STREET & 119 AVENUE (CVD2B GVRD)
MONUMENT NO.
85H0758
ELEVATION,
36.781m
35
34
33 ....
I:; PROP.
..,: Ct ELEV. 2
N EXIST. i;j
1:i Ct ELEV.
II) " STATION + -
6
39 .-----,------,N~P,~/L __ C/L,,--_S7 P~/L---.-----.-------,39
.. 6.~ ~
I 0.75 I
38 t------+----+-H---;-1 --+--+----+------, 38
(lYP.) 3
1f,~i;-~~rrti~~'"t---------37 ,_ ____ ----' 37
\ PROP. (TYP.I) J l!'.l t',1,......--~ EXllST. (TYP.) i ~ ~ 36 ~-~--~-~-~~-~-~36
-15 -10 -5 0 5 10 15
39 ,-------,------,N=P,~/L __ C,/Lr_S,P~/L---.-----.-------, 39
'<.. 6.~ ;>
0.75 I-38 38
(lYP.) 7 1 J! ---------1----------' ,.. I '" 37 ! 37
I
PROP. (TYP.1 co' -EXliST. (TYP.) ... 1~ • N
36 r::;I:;; 36 -15 -10 -5 0 5 10 15
ROADWORKS NOJES:
1. EXISTING VALVE BOXES. MANHOLES, ETC-,
WITHIN ROAD RIGHT-Of-WAY TO BE ADJJSTED
TO SUIT FINISHED GRADE
2. CHANGES OF GRADE SHALL BE FORMED BY
SMOOTH CURI/ES
3. ALL SUBBASE AND GRANULAR BASE
MATERIALS TO BE COMPACTED TO 98X
STANDARD PROCTOR.
4. ALL LOOSE OR ORGANIC MA TERI AL TO
BE EXCAVATED FROM ROADWAY.
5. WHEELCHAIR RAMPS AS PER MAPLE RIDGE STD.
DWG. NO. SDR 16.
6. ALL BENKELMAN BEAM TESTING TO BE
PERFORMED BY CONTRACTOR AND RESULlS
FORWARD TO DISTRICT AND ENGINEER.
7. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A
SIEVE ANALYSIS ON ALL TYPES Of GRANULAR
MA TERI AL PRIOR TO INCORPORA 110N INTO THEIR
WORK. TESTING SHALL BE IN ACCORDANCE TO ASTM
C136 (OR LATEST REVISION) AND SHALL MEET THE
REQUIREMENlS OF SECTION 3. 1. 1.5 Of THE GENERAL
SPECIFICATIONS PRIOR TO ACCEPTANCE
VERT. 1: 250 VERT.1 : 50 1+45 LANE VERT.1: 250 VERT.1: 50 1+60 LANE 8. THE CONTRACTOR WILL BE REQUIRED TO TEST ALL
BASE MATERIALS AS REQUIRED IN SECTION 3.5.2.16
OF THE GENERAL SPECIFICATIONS AND THE
DISTRICfS "DESIGN CRITERIA" FOR ROADWAYS
PROOF ROU. BENKELMAN BEAM, AND /OR NUCLEAR
DENSOMETER TESTING WILL BE ACCEPTED. THE
METHOD Of TESTING WILL BE AT THE SOLE
DISCRETION Of THE DISTRICT.
EX. E~
NPt SPt
1-__________ EX.18.29R/W _____ ST/LIGHT~_ _ _J>
I i 9.1s S ~ I
I !----E~_!.65 _______ J~_. ~-" -~.!~
EX. 5.69 ~• I I I r--------1 I 2.0
I i--------'1 _ Q<-~SPH~T_ -____ J TREE,1'gff1 2 75 I
EX. ,.,ES EX. 1.7 I"'. VARIES l< I • • r ---I CONC. S/W I 11:l '1 EX. 015 1:11 CONG. S/~ I _T_\ __ I 11 ----i---2.0% ,
\_EXISTING E 1..1::f'. J -..,,,... -T - -,~ -~ . .. . i" -
I ra , "'~ • 1_:J (a 140mm CONCRETE MIN. L _ ~ E~oo, 0.1. W/M _ -I I '\J I 100mm OF 20mm MINUS
I ,
1
1---_ _ _ _EX~ 450; PVC S!!!_ I CRUSHED GRAVEL ON
--j APPROVED SUBGRADE (l'l'P.) I I 200mm PllRUN (100mm MINUS)
I TYPICAL SECTION I (140mm CONC. AT D/W
I 11 ~: 1 o! v(H~~)u E CROSSINGS)
"CASH IN LIEU" FOR ROADWORKS
(INSTALL STREET LIGHT NOW)
ORAWN AV SEAL
9. THE CONTRACTOR WILL BE REQUIRED TO TEST THE
ASPHALT ACCORDING TO SECTION 3.5.2.29 OF THE
GENERAL SPECIFICATIONS ASPHALT MATERIALS
SHALL CONFORM TO SECTION 3.1.1.4 Of THE
GENERAL SPECIFICATIONS
10. THE CONTRACTOR WILL BE REQUIRED TO TEST
CONCRETE ACCORDING TO SECTION 3.1.1.3 Of THE
GENERALN SPECIFlCA TIONS
EX. Et FUT.
N P/L NPt EX. 6.1 R/W SPt S P/L <~-=-FUT. 7.5 R/W --= ~> I 6.85 R/W I I
0.75
W1DENING _,_
APPROX. 1. Om
ROAD WIDEN
I i I I I I 3.0 .J.Q_ ---ii I._ FUL_ 0.7!j_
0.15 I 11 I (TYP.) I I I EX. ASPHALT i (VARIES)_ I I I ~ [GRIND & OVERLAY 111TH --1 11 I
40mm ASPHALT I I
(TYP.B\ t=1f:J>:~l .;2•.0~% .,.,_.1ru~1~2.0~%~M I 1 , ~ 1 I I --~ rf ' ,., ! ,~-~~G :-:-
SOmm ASPHALT (IN TWO LJFTS) -I, C, I I
-40mm SURFACE COURSE I
-40mm BASE COURSE I f-cc 2.l --J I
MIN. 100mm CRUSHED ROCK~ EX. 150; SAN I I
MIN. 300mm PITRUN (100mm MINUS)-I I
(ALL BASE MATERIALS TO BE COMPACTED TO -I II
98% STANDARD PROCTOR DENSITY)
TYPICAL SECTION
LANE
1:100 (HOR.)
5245-20-2019-353
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
DESIGNED OWL
CHECKED OWL
,,,,,ccc,e-r-r --v , .~~ ;, 'te~ I,,""'. {' ,-,;·~7v::.'""-=-Jtf!.~,l ,___ ___ R_O_A_D_W_O_R_K_S ____ ~D-ATE-S-EP-1E-MB-ER_2_01-9 --1
CITY OF MAPLE RIDGE
ENGINEERING DEPARlMENT
B 27.11.20 FOR APPROVAL
A 06.11.20 FOR SUBMISSION
No. DATE
AV
AV
RE\/1SION BY
APPROVED
SCALES
HORZ.
VERT.
OWL
1:250
1: 50
• SHEET
\.~~ .. ~ ,,/ 119 AVENUE & LANE AND OF
~ •:~~?~~•• TYPICAL & ROAD CROSS SECTIONS DWG. No.
REV.
B
FILE No. AM18-007A/DX-617A
DEVELOPER:
PROJECT:
18-007A-04
PROPOSED TRIPLEX
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0604
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
61
' I
I
----+I //.
'
EX. 450, PVC S1M I
-
56
' ' 0 \
-0-
t J
l
I
', Fl:. /,_s-1~
I
I-
(/)
~ a::::
0 >-
!
7ZI
1
119
El 4500 PVC S1M
• •
AVE
E:< ~H'-
:/'/1
,--
--
6
7
lfT
53
.
---
22 21 LANE 20 19
GRAVEL ACCESS PAO (MAINTAIN CLEAN)
10m x 6m (300mm DEEP 100 MINUS
ANGULAR ROCK) (TYP,)
SEE B.P. BUILDERS
PLANS FOR FURTHER
E.S.C. DETAILS
LEGAL DESCRIPTION, LOT 54, OL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
B.M.
LOCAlEO AT 221 STREET & 119 AVENUE (CVD28 GVRO)
B 27.11.20 FOR APPROVAL
A 06, 11.20 FOR SUBMISSION
No. DATE REVISION
MONUMENT NO.
85H0758
ELEVATION,
36,781m
AV
AV
BY
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
MIL. POLY LINE
SLOPES & FLOOR
100¢ P. V.C. RISER
PACKED IN DRAIN ROCK
SEDIMENT CONTROL NOTES:
1, GENERAL:
lHE CON1RAC10R SHAil CORY WllH lHE REQUIREMENlS OF 1HE MUMCIPAI. SEDIMENT
CON1ROI. BYLAWS, AND All OlHER REGULATORY STATUlES, FEDERAL AND PRO'ffiCIAL AND
caR Y WllH lHE REQUIREMENlS OF All GO'ifRNMENT DEPARlMENlS INWJDING lHE
DEPARlMENT (f FISHERES AND OCEANS. CANADA, AND lHE BRITISH CWJMBIA IINISlRY (f
OO'IRONMENT, LANDS AND PARKS, FOR lHE PROlECllON OF AQUATIC HABITAT DURIIG lHE
CONSlRUCllON OF lHE Y«lRKS
SPECIFICAl.lY, lHE CONlRACTOR SHAil ENSURE lHAT All EXCAVAllON AND CONSlRUCllON
PROCEDURES ARE Ut«>ERTAKEN IN SUCH A MANNER AS TO PREVENT SILT-LADEN RUNOFF FROM
1HE SllE OF 1HE WORK FROM ENlERNG lHE DOYINSlREAM DRAINAGE SYSlEM, AND SHAil
FOLLOW PROCEDURES AS RECOMMOOED IN 1HE PUBLICAllON ENTIRm "LAND DE\nOPliENT
GUIDELINES' FOR lHE PROlECllON OF AQUATIC HABITAr, AS ISSUED BY lHE MINISlRY OF
EN'IRONMENT, LANDS AND PARKS
" ~'"l:"I'~---------------------,,--.~---------------------,s:
2. DURING CONSlRUCllON 1HE CONlRACTOO SHAil ENSURE lHAT All DISTURBED AREAS ARE KEPT
DE-WAlERED Wl1H CONCENlRAlED SURFACE RUNOFF EllHER DIREClED AROUND WORI( AREAS OR
lEMPORARILY CONTAltE WllHIN CLOSED CONDUllS
.
.
•
BUILDER SEDIMENT TRAP
DETAIL (5 SM)
N.T.S.
SILT FENCE
STAPLES 150 0/C ---1-...,.J
SEE NOTES
200mm
,
200mm Ti
FILTER FABRIC TO BE--~
NICOLON KONTROL OR
KONTROL PLUS
----------1 00mm(b POSTS
1.0m 0/C
, .
600mm MIN
I .1oomm
TYPICAL PERIMETER
SILT FENCE DETAIL
N.T.S .
OFF-SITE WORKS:
1 W/M CONNECTION -119 AVE
1 SAN SEWER CONNECTION -LANE
l All STOCKPILE$, LARGE EXCAVAlED PILES OF SP<lL MAlERIAL AND LARGE lEIIPORARY SLOPES
ARE ro BE CO'vtRED Wl1H POLYElH'tLENE SHEETING. POL YElH'tLENE PROlECllVE SHEETING ro
BE <MRLAPPED MNIIIUM 1.5 MElRES AND BE l\£1.J. ANCHORED 10 RESIST WIND YlllH TIED TIRES
OR OlHERYIISE
4. IN GENERAL, All CUT AND FILL SLOPES, REGRADED AND DISTURBED AREAS ARE TO BE PROlEClED
FROM EROSION BY HYDRO-SEEDING, WllHIN 2 YltEKS OF CLEARING ACll'if!Y UNLESS OlHERWISE
INSlRUClED BY 1HE ENGINEER Cf RECORD (OR EN'IRONMENTAI. MOMTOO) AND APPRO\fD BY lHE CITY,
NEW SLOPES MAY REQUIRE PROlECllON WllH HYDRO-MULCH OR ON LARGER
SIEEPER :ii.OPES YlllH EROSION CON1ROI. MATllNG AS DIREClED BY lHE ENWlONliENTAI. MONITOO.
HYDRO-SEED MIX SHOULD BE AN APPROVED HARDY VARIETY CONTAIMNG FERTIUZER OF
STANDARD NllROGEN COMMERCIAL MAlERIAI.S SOX OF lHE FERTILIZER SHOULD BE IN 1HE FORM
OF SLOW REI.IASE UREA. RAlE OF FERTIUZER APPLICATION SHOULD BE I.IN 400 KGftlA OF
19-20-12.
MULCH SHAil BE APPL.ED HYDRO-MULCH~ CONTAIN~ 'MlOD FIBER MULCH DESIGNED FOR
HYDRO-SEEDING APPLIED AT A RAlE OF 2,500 KG/HA lOGElHER YlllH TACKIFER AT A RATE
OF 60 KG/HA 1111H A HYDRO-SEEDER 10 FORM A CONlNJOUS BLOTlER LIKE COVER,
EROSION CONlROL MATllNG 10 BE COMBIIATION STRAW/COCONUT FIBRE BLANKET TYPE SC150 AS
MANUFACTURED BY NORlH AMERICAN GREEN 81..ANKET 10 BE PLACED STRICTLY IN ACCORDANCE
WllH MAl«JFACTURERS NSlRUCllONS
5. INlERCEPlOR AND CUT OFF SWALES ARE 10 BE INSTALLED AS PER lHE E.S.C. PLAN PRIOR 10
CONSTRUCTION ACll\'ITIES COMliENCING, Ult.fSS OlHERYIISE IIREClED OR RELOCAlED BY lHE
EN\IIRONMENTAI. MONllOR AND APPRO~ BY 1HE CITY. \IIERE GRADE EXCEEDS 51, !RENCH
INVERlS 10 BE Rf RAP ARMORED ON GE<FABRIC. CHECK YIEIRSft'ILlER BERMS TO BE INSTALLED
AT MAX. 5.Cm O.C.
6. All SILT FENCING, IF REQUIRED, 10 BE CONSlRUClED IN ACCORDANCE WllH DETAL CONlRACTOO
10 INSTAil ADDITIONAL SILT FENCE rt!ERE SllE CONDITIONS DICTAlE AND DOI\NSLOPE OF
ALL SPOI. PILES.
7, All CATCH BASINS 10 HAVE UPSlREAII SEDlliENT 1RAP5 BEFORE AND AFlER PA\'ING.
8. All SIRl:EIS 10 BE REGULARILY SYEPT CI..EAN (NOT FLUSHED) Mlh!MUM l'IIICE PER DAY
UNLESS OlHERWISE AUlHORIZED BY lHE OO'IRONMENTAI. MONllOR AND APPROVED BY 1HE CITY.
9. CON1RAC10R, AS PART OF REGULAR MAINlENANCE SHAil VACUUM ACCUMUL.AlED SILlS OUT
OF SlORM MAINS FEEDNG lHE SEDIMENT CONlRll. PONDS
2, OPERATION & MAINJENANCE*:
1. CONlRACTOR TO MAINTAIN REPAIR OR REPLACE All SElllliENT CON1ROI.
IWlRKS AND MEASURES AND LEAVE N GOOD QKING ORDER.
2. CONSTRUCTION AND MAINTAINANCE OF 1HE SEDIIENT CONlRll. FACILITIES TO BE lHE
RESPONSIBI.JTY Cf lHE CONlRAClOR, CONlRACTOR 10 PRO\'IDE DISTRICT VlllH CONTACT
NAMES AND 24 HOUR EMERGENCY CONTACT,
3. Tll'ICAL MAINlENANCE SHAil CONSIST OF, BUT NOT l.llllED TO, lHE FOLLOWING llEIIS:
-ACCUMUL.AlED SILlS II S10RM SEYER SYSlEM 10 BE VACUUM CLEANED,
-SILTAllON FENCES SHAil BE Cl.£Al£ll AND REPAIRED AS REQ'D,
-GRAVEL FILlER BERM AT OUTLET SHAil BE CLEANED OR REPLACED AS REQUIRED
-PERIMElER FENCING 10 BE REPAIRED IF t£EllEll.
OVERLAY EXISTING ASPHALT LANE & INSTALL
CONCRETE CURBS. ALL THESE WORKS TO BE
DONE IN THE DRY -HAUL EXCESS MATERIAL
OFF-SITE. NO STOCK PILING.
NOTES:
t SEE SHEET 2 FOR GENERAL NOTES 5245-20-2019-353
DRAWN AV SEAL
,,,,,~.,,.,.,,.r..,. --v
DESIGNED OWL
~··~ ·~·-' .~
CHECKED OWL l ,,:¥'!· . ' . '
OWL ~ IY. W. ~
APPROVED • I ' SCALES • ~.-!: ,' \.~~,..
HORZ, 1:250 ~~........ N 111' ~ .... ,,_,,:,11'
VERT.
, CITY OF MAPLE RIDGE
ENGINEERING OEPARlMENT
EROSION & SEDIMENT
CONTROL PLAN
OFF-SITE & ON-SITE
DATE
SEPlEMBER 2019
SHEET
OF
DWG. No. REV.
B
FILE No. AM18-007A/DX-617A
LOT GRADING PLAN
DEVELOPER:
PROJECT:
COMPREHENSIVE LOT GRADING PLAN
18-007A-05
PROPOSED TRIPLEX
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0605
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
I-
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LEGAL DESCRIPTION, LOT 54, DL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
B.M.
LOCAlED AT 221 STREET & 119 AVENUE (CVD28 GVRD)
B 27.11.20 FOR APPROVAL
A 06.11.20 FOR SUBMISSION
No. DATE REVISION
MONUMENT NO.
85H0758
ELEVATION,
36.781m
AV
AV
BY
19
7
53
6
LOT GRADING NOTES & SYMBOLS:
1.) INDICAlES
~ J7 _______/ .. EXISTING CONTOUR
DIRECTION OF LOT GRADING
2.) ALL FINAL LOT GRADING TO BE COMPLElED BY BUILDER, ALL INITIAL
GRADING TO BE COMPLElED BY CONTRACTOR
3.) ~ INDICAlES NEW GRADES
MEET EXISTING GRADES
4.) ~ INDICAlES NEW GRADES
5.) ! 00.0 ! MIN. BASEMENT ELEVATION / LOWEST
FLOOR ELEV.
NOTE:
100 YR H.G.L. IS
M.B.E.s BELOW THE
P/L
IROOFLEADER11· I ~
DETENTION CHAMBER I ••i~::::::=::::::::-:::::=:::-:::::!./ ~
(SEE SHEET 6 FOR DETAILS)!'--'--~ '---. ·--j:@Jj. ·~[fl·}:· iiii~---jFOOTING DRAINI
STORM s/c WYE TO
ACCOMMODATE OFFSET SUMP,
AND OVERFLOW.
I
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SEPARATE SOLID PVC LEADS FOR I
FOOTING & ROOF LEADER DRAINS I
~FOOTING I
P/L ----....L-----mlJ,----------
STORM SER'vlCE __-I'... SAN SER'vlCE CONNECTION-I ------coNNECTION
TYPICAL STORM SERVICE
CONNECTION DETAIL
N.T.S.
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE PLANNING SURVEYING
NOTE:
DEVELOPER WALL~
BUILDER LAWN BASIN \
(TIE INTO R.W.L.)-----..... ~
WHERE SHOWN ""-
RETAINING WALL BY---
BUILDER (1.2m MAX
HEIGHT)
-
,~ ~ -DEVELOPER
LAWN BASIN ,, WHERE SHOWN
COMPREHENSIVE LOT GRADING SYMBOLS:
00.0 + -PROPOSED GROUND
00.0 M + -MEET EXISTING
------J7_ --EXIST. 0.5m CONTOURS
U,F, 00,00 -UPPER FLOOR ELEVATION
L.F,E, 00.00 -LOWEST FLOOR ELEVATION
GAR, 00,0 -GARAGE ELEVATION
-DIRECTION OF GRADING
DRIVEWAY GRADE SHOWN ARE
APPROX. ONLY. HOUSE LOT
)
·•
DESIGNER CONFIRM AT BUILDING
PERMIT STAGE
CB TO CONNECT---------
DIRECTLY TO D.T. I'-• 1--,-_--_J ·•
SUMP * ~•cs~
•
REVERSE SLOPE-----+-,._ ,I
DRIVEWAYS TO HAVE CATCHBASIN/GRILLAGE __ __,_ _ ___. ____ +-
*TO ROAD IF •• AT LOW POINT (TYP.) POSITIVE GRADE
-
I-
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0 >-
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------------171
TYPICAL
HOUSE
BUILDER
SWALE
N.T.S.
--
1
119 AVE
/'"
EX. 450f PVC STM
"CASH IN LIEU" FOR 119
LANE SURFACE WORKS
6
7
\
= / ...::0.1....JlnL.,...._-+---~rL....._; ___ L...J_
DRAWN AV
OESIGNED DWL
0.60
37.20 M
/
JEX. INV@
/IP/L 35.60
3
2
U E 38,80
L.F.E 36.10
54
,) .....
1
~ = WAIKWAY '==' 37.30/ \5 ~~ r ,
----J7.01tt=t.►+--k-i-~=Bt:=-,/
;;;
i ii ►
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,~ J
37]7
-21 -1-20 4
NOTES:
PROPOSED
V TRIPLEX &
DRIVEWAYS
53
37.20 II
DIRECTION OF
GRADING (TYP.'
EX. 1.0m CONTOURS PRIOR
TO SllE GRADING (TYP.)
LANE
19
1. SEE SHEET 2 FOR GENERAL NOTES
SEAL CITY OF MAPLE RIDGE
AVE &
5245-20-2019-353
CHECKED
APPROVED
SCALES
HORZ.
VERT.
DWL
DWL
,ibf. ........ iv'
.. l ,:.;~~,i 1---L-O_T_G_R_A_D_I_N_G __ P_L_A_N--&---,;;D=ATE,--S-EPlE_M_BE-R 2-01-9 ----i
SHEET
·~ ~~ ,/ COMPREHENSIVE LOT OF
ENGINEERING DEPARTliAENT
1:250 ~ '"~~~••' GRADING PLAN DWG. No. R;-
FlLE No. AM18 007 A/DX 617 A
18-007A-06
PROPOSED TRIPLEX
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0606
GRACE YU
STORM WATER MANAGEMENT PLAN
DEVELOPER:
PROJECT:
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
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DAYID J HO ARCHITECT INC.
204A -3003 ST JOHNS STREIT PORT MOODY BC V3H 2C4
PHONE 469-9649 FAX 469-0800
SECTION REFERENCE
SK-4
LANDSCAPE
t y
designs
TEL. 604.446.6694
43-23539 GILKER HILL RD.
MAPLE RIDGE, B.C V2W 1C8
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PROPOSED
PRINCIPAL DWELLING
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MBE 36.10m
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VISITORS
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UNIT 2 SINGLE
STALL
8'-2" x 18'-1"UNIT 2 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 OUT DOOR
AREA: 562.85 SF.
UNIT 1 OUT DOOR
AREA: 571.20 SF.
UNIT 2 OUT DOOR
AREA: 493.40 SF.
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
UNIT 1 SINGLE
STALL
8'-2" x 18'-1"
PROPOSED
3 CAR GARAGE
FIN.
3
7
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FIN.
3
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3
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72
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"
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(930.56 SF.)
SHARED USABLE
OPEN SPACE
48" WIDE CONC.
WALKWAY
(449.93 SF.)
(207.68 SF.)
(126.15 SF.)
(1
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36
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LOCKING
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CONC.
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(73.92 SF.)
(58.43 SF.)
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4
9
.
3
5
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LANDSCAPE AREA
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CL
8:12
LANE DEDICATIONLANE DEDICATION
PROPOSED
PRINCIPAL DWELLING
(TRIPLEX)
MBE 36.10m
VISITORS
8'-2" x 18'-1"
UNIT 2 SINGLE
STALL
8'-2" x 18'-1"UNIT 2 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
UNIT 1 SINGLE
STALL
8'-2" x 18'-1"
PROPOSED
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FIN.
3
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.
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WINDOW
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ASPHALT AREA
36" x 36"
PAVERS
72" HIGH WOOD FENCE
72
"
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ENTRY PORCH
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#1657 Cypress to be removed
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report
#1656 Cypress to be removed
to be removed as per Outlook
Arborist Services June 19 2020
Tree Assessment Report
Apple tree to be removed
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report
Off -site Holly Tree to be
retained and protected
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report. Critical
roots are under existing asphalt
driveway on 22058 119
Avenue. After driveway is
carefully removed protective
fencing and mulch to be placed
over roots.
Off -site Monkey Puzzle Tree to
be retained and protected
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report. Protective
fencing to be placed to the
outside of drip line plus 3.25
feet if room allows.
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NOTE:
REFER TO LANDSCAPE
DRAWINGS FOR ACTUAL
LANDSCAPE PLAN.
ADDRESS
PILLAR
GR
A
V
E
L
31
6
.
7
6
S
F
.
LANDSCAPE AREA
(28.94 SF.)
LANDSCAPE AREA
(53.12 SF.)
LANDSCAPE AREA
(126.15 SF.)
FLAT ROOF
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
4:12
6:126:12
8:12
8:12
6:12
LOCKING
GATELOCKING
GATE
LOCKING
GATE
LESS BASEMENT ALLOWANCE
BASEMENT
FLOOR UNIT 1 UNIT 2 TOTAL
MAIN
UPPER
74.37 76.75 72.49
UNIT 3
223.61
76.39 76.75 232.86
48.68
79.72
626.37
62.00 169.8759.19
TOTAL
150.0
GROSS FLOOR AREA 476.34
GARAGE: 4.00 m
GROSS FLOOR AREA:
DENSITY:
FLOOR SPACE RATIO:
476.34 / 886.35 = 53.74%
SPACE UNIT 1 UNIT 2 TOTAL
LAWN &
LANDSCAPE
PORCH
86.40
UNIT 3
2.426.87 14.715.42
TOTAL 101.11
AMENITY SPACE (USEABLE OPEN SPACE):
FRONT YARD
BACK YARD
PERMEABLE & IMPERMEABLE SURFACES:
CONCRETE
SPACE UNIT 1 UNIT 2 TOTAL
LAWN &
LANDSCAPE
ASPHALT
142.94
UNIT 3
138.00
19.28
TOTAL 300.22
SHARED SPACE
(SQ. M)
(SQ. M)
SHARED SPACE
SHARED SPACE
52.26 37.65 53.03
2.426.87 5.42
1. ALL WORK AND MATERIALS TO CONFORM TO STANDARDS
AND REQUIREMENTS OF THE BRITISH COLUMBIA BUILDING
CODE (B.C.B.C.) 2018.
2. ALL DRAWINGS MUST BE APPROVED BY CITY/MUNICIPAL
AUTHORITIES HAVING JURISDICTION AND HAVE
APPLICABLE PERMITS ISSUED BEFORE STARTING
CONSTRUCTION.
3. BUILDER MUST ENSURE THAT ALL WORK PERFORMED ON
SITE COMPLIES WITH WORKER'S COMPENSATION BOARD'S
REQUIREMENTS AND STANDARDS. BUILDER MUST NOTIFY
HIS ENGINEER BEFORE AND AFTER EXCAVATION AND
OBTAIN CERTIFICATION FROM THE ENGINEER BEFORE
ANY WORKERS ARE ALLOWED TO WORK IN THE
EXCAVATED AREA. SUCH CERTIFICATION MUST BE
POSTED ON SITE AT A PROMINENT LOCATION AND
UPDATED BY THE ENGINEER AT REGULAR INTERVALS.
4. SUB-CONTRACTORS AND/OR SUB-TRADES RESPONSIBLE
FOR ON SITE EXECUTION OF WORK THESE DRAWINGS
DETAIL, ARE TO CHECK AND VERIFY ALL DRAWINGS FOR
ERRORS AND OMISSIONS BEFORE ORDERING MATERIALS
OR STARTING WORK. CONTRACTOR TO NOTIFY SEL
ENGINEERING LTD. IMMEDIATELY OF ANY CHANGES
OR OMMISSIONS.
5. TRUSS DESIGN MUST BE COMPLETED BEFORE FORM
CONSTRUCTION AND ENLARGED FOOTINGS AS DESIGNED
BY STRUCTURAL ENGINEER PURSUANT TO TRUSS POINT
LOADS MAY BE REQUIRED.
6. ALL POINT LOADS MUST BE FULLY SUPPORTED DOWN TO
FOUNDATION. THE WIDTH OF SUPPORTING COLUMNS
SHALL NOT BE LESS THAN THE WIDTH OF THE SUPPORTED
MEMBER (9.17.4.1.). ALL POINT LOADS FROM TRUSSES
MUST BE STRUCTURALLY SUPPORTED BY COLUMNS OR
ENGINEERED BEAMS AND DOUBLE CRIPPLE STUDS AS
DESIGNED BY STRUCTURAL ENGINEER.
7. CONTRACTORS, SUB-CONTRACTORS AND/OR
SUB-TRADES, SHALL INSURE THAT ANY CONCENTRATED
LOAD WHICH MAY ARISE DURING CONSTRUCTION,
WHETHER OR NOT IT HAS BEEN SPECIFICALLY DETAILED,
SHALL BE SUPPORTED ACCORDING TO GOOD PRACTICE
AND THAT THE METHOD OF SUPPORT, AS WELL AS ALL
MEMBERS SUPPORTING SUCH LOADS, SHALL FIRST BE
APPROVED BY THE AUTHORITY HAVING JURISDICTION
AND/OR A PROFESSIONAL ENGINEER, AND SHALL
CONFORM TO THE B.C.B.C. BEFORE SUCH LOADING SHALL
BE ALLOWED TO OCCUR.
8. ALL BEAM SIZES TO BE CONFIRMED OR DESIGNED BY
PROFESSIONAL ENGINEER.
9. BEAMS WHICH EXCEED SPECIFICATIONS OF THE B.C.B.C.
MUST BE CHECKED AND VERIFIED BY A STRUCTURAL
ENGINEER BEFORE STARTING CONSTRUCTION.
10. FRAMING MATERIAL TO BE DOUGLAS FIR NO. 2 OR BETTER
GRADE (9.3.2.2.). , UNLESS NOTED OTHERWISE BY A
PROFESSIONAL ENGINEER.
11. ALL LINTELS TO BE MIN. 2-2X10 D.F. NO. 2 UNLESS
OTHERWISE NOTED (9.23.12.3.).
12. CONCRETE TO BE MIN. 25 MPA @ 28 DAYS, 100 MM SLUMP
UNLESS OTHERWISE DESIGNED BY STRUCTURAL
ENGINEER (9.3.1.).
13. FOUNDATION WALLS NOT LATERALLY SUPPORTED HIGHER
THAN 4'-0" FROM SLAB TO GRADE AND NON-LATERALLY
SUPPORTED WALLS GREATER THAN 7"-6" FROM SLAB TO
GRADE MUST BE REINFORCED.
14. ALL FOOTINGS SHALL EXTEND BELOW FROST LEVEL TO
SUITABLE BEARING. IF SUITABLE BEARING CANNOT BE
OBTAINED A PROFESSIONAL SOILS ENGINEER SHOULD BE
CONSULTED.
15. GUARDS SHALL CONFORM TO 9.8.8.
16. ALL EXTERIOR GUARDRAILS TO BE 42" HIGH (36" IF
DIFFERENCE IN ELEVATION IS LESS THAN 6 FT).
GENERAL NOTES
17. ALL INTERIOR GUARDRAILS TO BE 36" HIGH.
18. ALL HANDRAILS 31.5" TO 38" HIGH (9.8.7.4.).
19. ALL EXTERIOR DOORS TO BE SOLID CORE AND WEATHER
STRIPPED.
20. INSTALL C.S.A. APPROVED SMOKE ALARMS AND CO2
DETECTORS ON ALL FLOORS LEVELS TO CEILINGS OF
HALLWAYS SERVING SLEEPING AREAS (9.10.18.).
21. PROVIDE VENTILATION FOR THE DWELLING IN
ACCORDANCE WITH (9.32).
22. ROOF ACCESS MIN. 20" X 27.5" (9.19.2.1.). VENTING MIN.
1/300 (9.19.1.2.).
23. SECURITY BLOCKS FOR 2 STUD SPACES BY ALL EXTERIOR
DOORS (9.6.8.9.).
24. WATERPROOF BACKING (AQUA BOARDS) TO BE USED FOR
ALL BATHTUBS AND SHOWER ENCLOSURES.
25. INSULATION AND VAPOUR BARRIER TO CONFORM TO PART
5 AND PART 9.36. PROVIDE INSULATION, VAPOUR BARRIER AND GYPROC
FOR FIREPLACE AND B VENT SHAFTS.
26. STAIR RISE AND RUN TO CONFORM TO 9.8.2.2. HEADROOM
MIN. 6'-9" (2.05M) 9.8.2.2.(2)
RISE 4.92"-7.87" (125MM - 200MM)
RUN 10.03" - 14" (255MM - 355MM)
27. BUILDINGS WITH ATTACHED GARAGE - ALL WALLS AND
CEILING SEPARATING ATTACHED GARAGE AND DWELLING
MUST BE INSULATED, BE AIR TIGHT, HAVE TWO LAYERS OF
DRYWALL, STAGGERED JOISTS, ON THE GARAGE SIDE AS A GAS BARRIER.
DOORS SEPARATING GARAGE AND DWELLING MUST BE SOLID CORE,
WEATHER STRIPPED AND WITH SELF-CLOSING DEVICES.
28. WINDOWS AND SKYLIGHTS - ALL WINDOWS SHALL
CONFORM TO WINDOW STANDARDS AS PER 9.7.2. AND
GLASS STANDARDS AS PER 9.7.3. SKYLIGHTS SHALL
CONFORM TO STANDARDS AS PER 9.7.7. WINDOWS
LOCATED WITHIN 3 FT OF EXTERIOR DOOR LOCKS SHALL
HAVE SAFETY GLASS, WIRED GLASS OR TEMPERED
GLASS. ALL WINDOWS AND DOORS SHALL HAVE A U FACTOR NO
GREATER THAN 1.8 W/(mxK). ALL SKYLIGHTS SHALL HAVE A U FACTOR NO
GREATER THAN 2.9 W/(mxK).
29. DECK OVER HABITABLE AREA - PROVIDE 2X4 CROSS
PURLIN AT 16" O.C. ON DECK JOIST AND CROSS
VENTILATION. EXCEPT FOR BUILD-UP ROOFING (TAR AND
GRAVEL) ALL OTHER WATER-PROOFING MEMBRANE MUST
BE AN APPROVED PRODUCT AND BE CERTIFIED BY A
REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER.
30. STARTING WORK SHALL IMPLY ACCEPTANCE OF THESE
TERMS AND SHALL MEAN ACCEPTANCE OF ALL
SPECIFICATIONS, DIMENSIONS AND REQUIREMENTS AS
WELL AS ALL SURFACES AND CONDITIONS AS BEING
SUITABLE TO RECEIVE SAID WORK.
31. DO NOT SCALE DRAWINGS.
32. MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS
PLACED WITHIN AND PARALLEL TO AN EXTERIOR WALL ARE REQUIRED TO
BE INSULATED TO THE EFFECTIVE THERMAL RESISTANCE REQUIRED FOR
THE WALL AT THE PROJECTED AREA OF THE SYSTEM COMPONENT
33. AIR BARRIERS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS OF SECTION 9.36.2.9 AND 9.36.2.10
34. HVAC, AND SERVICE WATER EQUIPMENT TO CONFORM TO
SECTION 9.36.
35. ALL NON-GASKET DEVICES INSTALLED IN INSULATED
ASSEMBLIES ARE TO BE PROVIDED WITH BACKING TO ALLOW
SEALING OF SHEET POLY TO POLY BOOTS.
PERMEABLE & IMPERMEABLE SURFACES:
IMPERMEABLE SURFACES PROPOSED: 23.8% (2,276.13 SF.)
PERMEABLE SURFACES PERMITTED.: 50% (4, 855.85 SF.)
PERMEABLE SURFACES PROPOSED.: 41.3% (3,948.38 SF.)
SPACE PERMEABLE
FRONT YARD
TOTAL
BACK YARD
PARKING AREA
IMPERMEABLE
107.00 54.06
216.92
42.69
366.61 211.34
(SQ. M)
*
* GRAVEL & LANDSCAPED AREAS
*
*
*
157.28
ZONING DATA
RT-2
SITE:
PROVIDED: 5,130.18 SQ. FT. (476.34 SQ. M.)
PARKING:
RESIDENTS 3 UNITS X 1.5 = 4.5
SCALE: 1/8"=1'-0"
1 S I T E P L A N
-
REQUIRED:
VISITORS 3 UNITS X 0.2 = 0.6
5.1
TOTAL --------------------------------------------- 5 CARS
RESIDENTS 3 UNITS X 2 = 6
PROVIDED:
TOTAL --------------------------------------------- 6 CARS
00
0
.
0
0
M
EXISTING GRADE
FINISHED GRADE
INTERPOLATED EXISTING
GRADE
GRADING LEGEND:
I=0
0
0
.
0
0
'
000
.
0
0
'
000
.
0
0
'
AREA: 9,711.70 SQ. FT. (901.73 SQ. M.)
ZONE:
SITE COVERAGE PROVIDED:
BUILDING HEIGHT:
PERMITTED: 45%
9,711.70 SQ.FT X 45% = 4,370.26 SQ.FT.
PROPOSED: 34.36%
PRINCIPAL DWELLING: 2420.21 sf.
DETACHED GARAGE: 698.30 sf.
COVER ENTRIES COMBINED:156.70 sf.
GARBAGE AND RECYCLING: 52.28 sf..
HYDRO ROOM:13.13 sf.
TOTAL BUILDING & STRUCTURES: 3,337.62
[WINDOW WELLS OCCUPY AN ADDITIONAL 80.23 sf.]
SET BACKS:
PRINCIPAL DWELLING
MAXIMUM BUILDING
HEIGHT PERMITTED
26.24FT. (9.5M)
MAXIMUM BUILDING
HEIGHT PROVIDED
FROM SURVEY PLAN
PRINCIPAL DWELLING
PERMITTED: 25.0 FT. (7.5 M.) FRONT & REAR
7.38 FT. (2.25 M.) INTERIOR
14.76 FT. (4.5M. ) EXTERIOR
PROPOSED: FRONT( NORTH) - 25.27 FT. (7.70 M.) TO POST
INTERIOR (WEST) - 7.40 FT. (2.25M)
REAR (SOUTH) - 70.13 FT. (21.37M)
INTERIOR (EAST) - 7.40 FT. (2.25)
FAR:
PERMITTED: 0.75 (7,159.53 SQ.FT.) (664.76 SQ.M.)
ACCESSORY BUILDING (DETACHED TRIPLE GARAGE)
PERMITTED: 10.0 FT. (3.0 M.) FRONT & EXTERIOR
5.0 FT. (1.5 M.) REAR & INTERIOR
5.0 FT. (1.5 M.) FROM A PRINCIPAL USE
PROPOSED: FRONT (NORTH) - 30.55 FT. (9.31M) to principal dwelling
INTERIOR WEST - 5.05 FT. (1.54M)
REAR (SOUTH) - 6.49 FT. (1.97M)
INTERIOR EAST - 42.02 FT. (12.80M)
USABLE OPEN SPACE:
PERMITTED: 45.0 SQ. M. PER 3 BED. UNITS
30.0 SQ. M. PER 2 BED. UNITS OR LESS
3 X 45.0 = = 1,453.95 SF. (135.0 SM. )
PROPOSED: UNIT 1: 645.12 SF. + UNIT 2: 493.40 SF. + UNIT 3: 621.28 SF.
+ SHARED USABLE OPEN SPACE 930.56 SF.
TOTAL : 2,690.36 SF. (249.80 SM.)
A1
SITE PLAN
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designs
TEL. 604.446.6694
43-23539 GILKER HILL RD.
MAPLE RIDGE, B.C V2W 1C8
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LESS LANE DEDICATION: 15.38 SQ. M.
NET TOTAL: 9, 546.05 SQ.FT. (886.35 SQ. M.)
26.24 FT. (9.5M)
LOT 54, DL. 397 GROUP 1, PLAN NWP 14049
LEGAL DESCRIPTION:
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ACCESSORY & STRUCTURES
MAXIMUM BUILDING
HEIGHT PERMITTED
14.76 FT. (4.5M)
MAXIMUM BUILDING
HEIGHT PROVIDED
4.76 FT. (4.5M)
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LANE DEDICATIONLANE DEDICATION
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.
PROPOSED
PRINCIPAL DWELLING
(TRIPLEX)
MBE 36.10m
FI
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3
7
.
3
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m
FI
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3
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3
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m
FIN.
3
7
.
3
0
m
FIN.
3
7
.
3
0
m
FIN.
3
7
.
2
5
m
UNIT 2 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 OUT DOOR
AREA: 562.85 SF.
UNIT 1 OUT DOOR
AREA: 571.20 SF.
UNIT 2 OUT DOOR
AREA: 493.40 SF.
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
UNIT 1 SINGLE
STALL
8'-2" x 18'-1"
PROPOSED
3 CAR GARAGE
FIN.
3
7
.
2
5
m
FIN.
3
7
.
2
5
m
FI
N
.
3
7
.
2
5
m
WINDOW
WELL
WI
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WI
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2
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1486.29 SF.
72
"
H
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F
E
N
C
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72
"
H
I
G
H
W
O
O
D
F
E
N
C
E
(930.56 SF.)
SHARED USABLE
OPEN SPACE
48" WIDE CONC.
WALKWAY
(449.93 SF.)
(207.68 SF.)
(126.15 SF.)
(1
7
8
.
3
9
S
F
.
)
36
"
S
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5
.
2
0
S
F
.
)
(254.66 SF.)LANDSCAPE AREA
LOCKING
GATE
LOCKING
GATE
CONC.
PORCH
(73.92 SF.)
(58.43 SF.)
LA
N
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S
C
A
P
E
A
R
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A
(
4
9
.
3
5
S
F
.
)
LANDSCAPE AREA
(13.68 SF.)
CL
8:12
LANE DEDICATIONLANE DEDICATION
PROPOSED
PRINCIPAL DWELLING
(TRIPLEX)
MBE 36.10m
UNIT 1 SINGLE
STALL
8'-2" x 18'-1"
UNIT 2 SINGLE
STALL
8'-2" x 18'-1"UNIT 2 SINGLE
STALL
8'-2" x 18'-1"
UNIT 3 SINGLE
STALL
8'-2" x 18'-1"
PROPOSED
3 CAR GARAGE
FIN.
3
7
.
2
5
m
WINDOW
WELL
WI
N
D
O
W
WE
L
L
WI
N
D
O
W
WE
L
L
WI
N
D
O
W
WE
L
L
PROPOSED
SURFACE PARKING
ASPHALT AREA
36" x 36"
PAVERS
72" HIGH WOOD FENCE
72
"
H
I
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H
W
O
O
D
F
E
N
C
E
72
"
H
I
G
H
W
O
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D
F
E
N
C
E
72
"
H
I
G
H
W
O
O
D
F
E
N
C
E
72
"
H
I
G
H
W
O
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D
F
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N
C
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GRASS
48" WIDE CONC.
WALKWAY
36" WIDE CONC. WALKWAY
Gr
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S
t
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GRAVEL STRIP
LOCKING
GATE LOCKING
GATE
CONC.
PORCH
P.T DECKING
ENTRY PORCH
GR
A
V
E
L
S
T
R
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#1657 Cypress to be removed
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report
#1656 Cypress to be removed
to be removed as per Outlook
Arborist Services June 19 2020
Tree Assessment Report
Apple tree to be removed
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report
Off -site Holly Tree to be
retained and protected
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report. Critical
roots are under existing asphalt
driveway on 22058 119
Avenue. After driveway is
carefully removed protective
fencing and mulch to be placed
over roots.
Off -site Monkey Puzzle Tree to
be retained and protected
as per Outlook Arborist
Services June 19 2020 Tree
Assessment Report. Protective
fencing to be placed to the
outside of drip line plus 3.25
feet if room allows.
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GRAVEL STRIP
(174.96 SF.)
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GRASS GRASS
Retain and protect
existing hedge that is located
on and off site.
v
48
"
H
I
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H
W
O
O
D
F
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N
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GRASS
GRASS
GRASS
WW
48
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H
I
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H
W
O
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F
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LOCKING
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NOTE:
REFER TO LANDSCAPE
DRAWINGS FOR ACTUAL
LANDSCAPE PLAN.
ADDRESS
PILLAR
GR
A
V
E
L
31
6
.
7
6
S
F
.
LANDSCAPE AREA
(28.94 SF.)
LANDSCAPE AREA
(53.12 SF.)
LANDSCAPE AREA
(126.15 SF.)
FLAT ROOF
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
4:12
6:126:12
8:12
8:12
6:12
LOCKING
GATELOCKING
GATE
LOCKING
GATE
TOP SOIL
PROP. STRUCTURES
LESS BASEMENT ALLOWANCE
BASEMENT
FLOOR UNIT 1 UNIT 2 TOTAL
MAIN
UPPER
74.37 76.75 72.49
UNIT 3
223.61
76.39 76.75 232.86
48.68
79.72
626.37
62.00 169.8759.19
TOTAL
150.0
GROSS FLOOR AREA 476.34
GARAGE: 4.00 m
GROSS FLOOR AREA:
DENSITY:
FLOOR SPACE RATIO:
476.34 / 886.35 = 53.74%
SPACE UNIT 1 UNIT 2 TOTAL
LAWN &
LANDSCAPE
PORCH
86.40
UNIT 3
2.426.87 14.715.42
TOTAL 101.11
AMENITY SPACE (USEABLE OPEN SPACE):
FRONT YARD
BACK YARD
PERMEABLE & IMPERMEABLE SURFACES:
CONCRETE
SPACE UNIT 1 UNIT 2 TOTAL
LAWN &
LANDSCAPE
ASPHALT
142.94
UNIT 3
138.00
19.28
TOTAL 300.22
SHARED SPACE
(SQ. M)
(SQ. M)
SHARED SPACE
SHARED SPACE
52.26 37.65 53.03
2.426.87 5.42
1. ALL WORK AND MATERIALS TO CONFORM TO STANDARDS
AND REQUIREMENTS OF THE BRITISH COLUMBIA BUILDING
CODE (B.C.B.C.) 2018.
2. ALL DRAWINGS MUST BE APPROVED BY CITY/MUNICIPAL
AUTHORITIES HAVING JURISDICTION AND HAVE
APPLICABLE PERMITS ISSUED BEFORE STARTING
CONSTRUCTION.
3. BUILDER MUST ENSURE THAT ALL WORK PERFORMED ON
SITE COMPLIES WITH WORKER'S COMPENSATION BOARD'S
REQUIREMENTS AND STANDARDS. BUILDER MUST NOTIFY
HIS ENGINEER BEFORE AND AFTER EXCAVATION AND
OBTAIN CERTIFICATION FROM THE ENGINEER BEFORE
ANY WORKERS ARE ALLOWED TO WORK IN THE
EXCAVATED AREA. SUCH CERTIFICATION MUST BE
POSTED ON SITE AT A PROMINENT LOCATION AND
UPDATED BY THE ENGINEER AT REGULAR INTERVALS.
4. SUB-CONTRACTORS AND/OR SUB-TRADES RESPONSIBLE
FOR ON SITE EXECUTION OF WORK THESE DRAWINGS
DETAIL, ARE TO CHECK AND VERIFY ALL DRAWINGS FOR
ERRORS AND OMISSIONS BEFORE ORDERING MATERIALS
OR STARTING WORK. CONTRACTOR TO NOTIFY SEL
ENGINEERING LTD. IMMEDIATELY OF ANY CHANGES
OR OMMISSIONS.
5. TRUSS DESIGN MUST BE COMPLETED BEFORE FORM
CONSTRUCTION AND ENLARGED FOOTINGS AS DESIGNED
BY STRUCTURAL ENGINEER PURSUANT TO TRUSS POINT
LOADS MAY BE REQUIRED.
6. ALL POINT LOADS MUST BE FULLY SUPPORTED DOWN TO
FOUNDATION. THE WIDTH OF SUPPORTING COLUMNS
SHALL NOT BE LESS THAN THE WIDTH OF THE SUPPORTED
MEMBER (9.17.4.1.). ALL POINT LOADS FROM TRUSSES
MUST BE STRUCTURALLY SUPPORTED BY COLUMNS OR
ENGINEERED BEAMS AND DOUBLE CRIPPLE STUDS AS
DESIGNED BY STRUCTURAL ENGINEER.
7. CONTRACTORS, SUB-CONTRACTORS AND/OR
SUB-TRADES, SHALL INSURE THAT ANY CONCENTRATED
LOAD WHICH MAY ARISE DURING CONSTRUCTION,
WHETHER OR NOT IT HAS BEEN SPECIFICALLY DETAILED,
SHALL BE SUPPORTED ACCORDING TO GOOD PRACTICE
AND THAT THE METHOD OF SUPPORT, AS WELL AS ALL
MEMBERS SUPPORTING SUCH LOADS, SHALL FIRST BE
APPROVED BY THE AUTHORITY HAVING JURISDICTION
AND/OR A PROFESSIONAL ENGINEER, AND SHALL
CONFORM TO THE B.C.B.C. BEFORE SUCH LOADING SHALL
BE ALLOWED TO OCCUR.
8. ALL BEAM SIZES TO BE CONFIRMED OR DESIGNED BY
PROFESSIONAL ENGINEER.
9. BEAMS WHICH EXCEED SPECIFICATIONS OF THE B.C.B.C.
MUST BE CHECKED AND VERIFIED BY A STRUCTURAL
ENGINEER BEFORE STARTING CONSTRUCTION.
10. FRAMING MATERIAL TO BE DOUGLAS FIR NO. 2 OR BETTER
GRADE (9.3.2.2.). , UNLESS NOTED OTHERWISE BY A
PROFESSIONAL ENGINEER.
11. ALL LINTELS TO BE MIN. 2-2X10 D.F. NO. 2 UNLESS
OTHERWISE NOTED (9.23.12.3.).
12. CONCRETE TO BE MIN. 25 MPA @ 28 DAYS, 100 MM SLUMP
UNLESS OTHERWISE DESIGNED BY STRUCTURAL
ENGINEER (9.3.1.).
13. FOUNDATION WALLS NOT LATERALLY SUPPORTED HIGHER
THAN 4'-0" FROM SLAB TO GRADE AND NON-LATERALLY
SUPPORTED WALLS GREATER THAN 7"-6" FROM SLAB TO
GRADE MUST BE REINFORCED.
14. ALL FOOTINGS SHALL EXTEND BELOW FROST LEVEL TO
SUITABLE BEARING. IF SUITABLE BEARING CANNOT BE
OBTAINED A PROFESSIONAL SOILS ENGINEER SHOULD BE
CONSULTED.
15. GUARDS SHALL CONFORM TO 9.8.8.
16. ALL EXTERIOR GUARDRAILS TO BE 42" HIGH (36" IF
DIFFERENCE IN ELEVATION IS LESS THAN 6 FT).
GENERAL NOTES
17. ALL INTERIOR GUARDRAILS TO BE 36" HIGH.
18. ALL HANDRAILS 31.5" TO 38" HIGH (9.8.7.4.).
19. ALL EXTERIOR DOORS TO BE SOLID CORE AND WEATHER
STRIPPED.
20. INSTALL C.S.A. APPROVED SMOKE ALARMS AND CO2
DETECTORS ON ALL FLOORS LEVELS TO CEILINGS OF
HALLWAYS SERVING SLEEPING AREAS (9.10.18.).
21. PROVIDE VENTILATION FOR THE DWELLING IN
ACCORDANCE WITH (9.32).
22. ROOF ACCESS MIN. 20" X 27.5" (9.19.2.1.). VENTING MIN.
1/300 (9.19.1.2.).
23. SECURITY BLOCKS FOR 2 STUD SPACES BY ALL EXTERIOR
DOORS (9.6.8.9.).
24. WATERPROOF BACKING (AQUA BOARDS) TO BE USED FOR
ALL BATHTUBS AND SHOWER ENCLOSURES.
25. INSULATION AND VAPOUR BARRIER TO CONFORM TO PART
5 AND PART 9.36. PROVIDE INSULATION, VAPOUR BARRIER AND GYPROC
FOR FIREPLACE AND B VENT SHAFTS.
26. STAIR RISE AND RUN TO CONFORM TO 9.8.2.2. HEADROOM
MIN. 6'-9" (2.05M) 9.8.2.2.(2)
RISE 4.92"-7.87" (125MM - 200MM)
RUN 10.03" - 14" (255MM - 355MM)
27. BUILDINGS WITH ATTACHED GARAGE - ALL WALLS AND
CEILING SEPARATING ATTACHED GARAGE AND DWELLING
MUST BE INSULATED, BE AIR TIGHT, HAVE TWO LAYERS OF
DRYWALL, STAGGERED JOISTS, ON THE GARAGE SIDE AS A GAS BARRIER.
DOORS SEPARATING GARAGE AND DWELLING MUST BE SOLID CORE,
WEATHER STRIPPED AND WITH SELF-CLOSING DEVICES.
28. WINDOWS AND SKYLIGHTS - ALL WINDOWS SHALL
CONFORM TO WINDOW STANDARDS AS PER 9.7.2. AND
GLASS STANDARDS AS PER 9.7.3. SKYLIGHTS SHALL
CONFORM TO STANDARDS AS PER 9.7.7. WINDOWS
LOCATED WITHIN 3 FT OF EXTERIOR DOOR LOCKS SHALL
HAVE SAFETY GLASS, WIRED GLASS OR TEMPERED
GLASS. ALL WINDOWS AND DOORS SHALL HAVE A U FACTOR NO
GREATER THAN 1.8 W/(mxK). ALL SKYLIGHTS SHALL HAVE A U FACTOR NO
GREATER THAN 2.9 W/(mxK).
29. DECK OVER HABITABLE AREA - PROVIDE 2X4 CROSS
PURLIN AT 16" O.C. ON DECK JOIST AND CROSS
VENTILATION. EXCEPT FOR BUILD-UP ROOFING (TAR AND
GRAVEL) ALL OTHER WATER-PROOFING MEMBRANE MUST
BE AN APPROVED PRODUCT AND BE CERTIFIED BY A
REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER.
30. STARTING WORK SHALL IMPLY ACCEPTANCE OF THESE
TERMS AND SHALL MEAN ACCEPTANCE OF ALL
SPECIFICATIONS, DIMENSIONS AND REQUIREMENTS AS
WELL AS ALL SURFACES AND CONDITIONS AS BEING
SUITABLE TO RECEIVE SAID WORK.
31. DO NOT SCALE DRAWINGS.
32. MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS
PLACED WITHIN AND PARALLEL TO AN EXTERIOR WALL ARE REQUIRED TO
BE INSULATED TO THE EFFECTIVE THERMAL RESISTANCE REQUIRED FOR
THE WALL AT THE PROJECTED AREA OF THE SYSTEM COMPONENT
33. AIR BARRIERS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS OF SECTION 9.36.2.9 AND 9.36.2.10
34. HVAC, AND SERVICE WATER EQUIPMENT TO CONFORM TO
SECTION 9.36.
35. ALL NON-GASKET DEVICES INSTALLED IN INSULATED
ASSEMBLIES ARE TO BE PROVIDED WITH BACKING TO ALLOW
SEALING OF SHEET POLY TO POLY BOOTS.
PERMEABLE & IMPERMEABLE SURFACES:
IMPERMEABLE SURFACES PROPOSED: 23.8% (2,276.13 SF.)
PERMEABLE SURFACES PERMITTED.: 50% (4, 855.85 SF.)
PERMEABLE SURFACES PROPOSED.: 41.3% (3,948.38 SF.)
SPACE PERMEABLE
FRONT YARD
TOTAL
BACK YARD
PARKING AREA
IMPERMEABLE
107.00 54.06
216.92
42.69
366.61 211.34
(SQ. M)
*
* GRAVEL & LANDSCAPED AREAS
*
*
*
157.28
ZONING DATA
RT-2
SITE:
PROVIDED: 5,130.18 SQ. FT. (476.34 SQ. M.)
PARKING:
RESIDENTS 3 UNITS X 1.5 = 4.5
SCALE: 1/8"=1'-0"
1 S I T E P L A N
-
REQUIRED:
VISITORS 3 UNITS X 0.2 = 0.6
5.1
TOTAL --------------------------------------------- 5 CARS
RESIDENTS 3 UNITS X 2 = 6
PROVIDED:
TOTAL --------------------------------------------- 6 CARS
00
0
.
0
0
M
EXISTING GRADE
FINISHED GRADE
INTERPOLATED EXISTING
GRADE
GRADING LEGEND:
I=0
0
0
.
0
0
'
000
.
0
0
'
000
.
0
0
'
AREA: 9,711.70 SQ. FT. (901.73 SQ. M.)
ZONE:
SITE COVERAGE PROVIDED:
BUILDING HEIGHT:
PERMITTED: 45%
9,711.70 SQ.FT X 45% = 4,370.26 SQ.FT.
PROPOSED: 33.8% = 3,288.34 SQ. FT.
PRINCIPAL DWELLING: 2420.21 sf.
DETACHED GARAGE: 698.30 sf.
COVER ENTRIES COMBINED:156.70 sf.
HYDRO ROOM:13.13 sf.
TOTAL BUILDING & STRUCTURES: 3,288.34
[WINDOW WELLS OCCUPY AN ADDITIONAL 80.23 sf.]
SET BACKS:
PRINCIPAL DWELLING
MAXIMUM BUILDING
HEIGHT PERMITTED
26.24FT. (9.5M)
MAXIMUM BUILDING
HEIGHT PROVIDED
FROM SURVEY PLAN
PRINCIPAL DWELLING
PERMITTED: 25.0 FT. (7.5 M.) FRONT & REAR
7.38 FT. (2.25 M.) INTERIOR
14.76 FT. (4.5M. ) EXTERIOR
PROPOSED: FRONT( NORTH) - 25.27 FT. (7.70 M.) TO POST
INTERIOR (WEST) - 7.40 FT. (2.25M)
REAR (SOUTH) - 70.13 FT. (21.37M)
INTERIOR (EAST) - 7.40 FT. (2.25)
FAR:
PERMITTED: 0.75 (7,159.53 SQ.FT.) (664.76 SQ.M.)
ACCESSORY BUILDING (DETACHED TRIPLE GARAGE)
PERMITTED: 10.0 FT. (3.0 M.) FRONT & EXTERIOR
5.0 FT. (1.5 M.) REAR & INTERIOR
5.0 FT. (1.5 M.) FROM A PRINCIPAL USE
PROPOSED: FRONT (NORTH) - 29.65 FT. (9.0M) to principal dwelling
INTERIOR WEST - 5.05 FT. (1.54M)
REAR (SOUTH) - 7.46 FT. (2.27M)
INTERIOR EAST - 42.02 FT. (12.80M)
USABLE OPEN SPACE:
PERMITTED: 45.0 SQ. M. PER 3 BED. UNITS
30.0 SQ. M. PER 2 BED. UNITS OR LESS
3 X 45.0 = = 1,453.95 SF. (135.0 SM. )
PROPOSED: UNIT 1: 645.12 SF. + UNIT 2: 493.40 SF. + UNIT 3: 621.28 SF.
+ SHARED USABLE OPEN SPACE 930.56 SF.
TOTAL : 2,690.36 SF. (249.80 SM.)
A1
SITE PLAN
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TEL. 604.446.6694
43-23539 GILKER HILL RD.
MAPLE RIDGE, B.C V2W 1C8
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LESS LANE DEDICATION: 15.38 SQ. M.
NET TOTAL: 9, 546.05 SQ.FT. (886.35 SQ. M.)
26.24 FT. (9.5M)
LOT 54, DL. 397 GROUP 1, PLAN NWP 14049
LEGAL DESCRIPTION:
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MAXIMUM BUILDING
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MAXIMUM BUILDING
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ROOF SHINGLES TRIPLEX FRONT PERSPECTIVE
STONE TRIM & DOOR COLOUR HARDIE SHAKES IN GREY COLOUR
------
201 7-353-RZ MATERIALS BOARD
PROJECT:
CLIENT:
APLIN & MARTIN PROJECT No.
OFF-SITE DRAWING INDEX
SITE LOCATION PLAN
18-007A / DX 617 A
MUNICIPAL PROJECT No.5245-20-2019-353
01 COVER SHEET
02 KEY PLAN, STORM SEWER, SANITARY CONNECTION
LOCATION & STREET TREES
03
04
PROPOSED TRIPLEX
22058 119 AVENUE
MAPLE RIDGE, B.C.
GRACE YU
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
EROSION AND SEDIMENT CONTROL PLAN OFF-SITE & ON-SITE
STORM WATER MANAGEMENT
SITE
1217127 B.C. LTD.ROADWORKS LANE
05
06
LOT GRADING & COMPREHENSIVE LOT GRADING
DEWDNEY TRUNK RD
/ [IIJ -Iii -N N SEATON PL
[IIJ /~
119 AVE ~
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APLIN MARTIN L,J
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LA E LJ ~E
I l I I I 111 1:1 11 I 11 I I ~1
ENGINEERING ARCHITECTURE PLANNING SURVEYING
#505 -1755 W. Broadway Street, Vancouver, BC V6J 455
Tel: (604) 224-6827, Fax: (604) 597-9061, Email: general@aplinmartin.com
SELKIRK AVE
LAURIE AVE ,_______, I \ I I !LANI I I I ~
~----'---'-----''-----L.__J I I I I I I I I '-----------------'
LOUGHEED HWY
NOT TO SCALE
18-007A-02
PROPOSED TRIPLEX
DEVELOPER:
PROJECT:
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0602
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
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53
PLAN ASSUMES
EXISTING HOUSE &:
BUILDINGS HAVE
BEEN DEMOLISHED
AT BUILDING PERMIT
STAGE A MINIMUM OF
300mm OF PROCESSED
TOPSOIL IS REQUIRED.
7 6
~ ------
52
GENERAL NOlES.:
1. EllVATIONS ARE REI-ERRED 10 GEOOrTIC DAl\JM
2. N.l COISIRIJC!KN AND IIAlERIILS ID IE ~ ACCORDANCE \llllH
CURRENT aTY OF MAPLE RIDGE ENGINEERtlG DEPARlMENT
STANDARDS AND SPECIFICATIONS.
J. lffERE ~Fl~G OF EXIST. DITai, ETC .. IS REQUIRED
AND IHRE SERVICES ARE OONSlRIJClED IN FILI.
SECllON, FILI. MAlERIAI. IS 10 BE GRNU.AR BACKFIU.
COIIPAClED 10 95" MOOFED PROCTOR.
4. RESIDENTS DIREC'ILY AFFl£IED BY CONSlRIJClED OF
PRo.ECT SHALI. BE Gl\81 48 HOURS NOTICE PRKJl 10
OONSlRUCllON.
5. OONlRACTOR 10 EXPOSE ALI. EXISTING UllJTIES AT
PROPOSED TIE-INS AND a«JSS--Q',ER POINTS 10
VERIFY INVERTS AND LOCATIONS PRIOR 10
COMMENCING OONSlRUCllON AND SHALI. NOTIFY 1HE
ENGlt-EER OF ANY DISCREPANCIES OR CONRJClS.
8. ALI. EXl~G MANHOLE RIMS. VAL't6, LIDS, ETC., 10
BE ADJJSlID 10 SUIT FINAL GRADE5.
7. EXISIING BULDINGS, S1RUC1\JRE5, AND FENCES 10 BE
DEIIOUSHED AND REMOlrm BY DE'IELOPER. ALI. aTY
BUILDING DEPT. REQUREIIENTS ARE 10 BE MET PRIOR 10
DEIIOI.Jl10N.
8. ALI. TESTING AND RETESllNG IF NECESSARY, \IIIU. BE
lHE RESP<»ISIBUTY OF lHE CONTRACTOR. ALI.
ASSOCIATED COSTS FOR lESTING, INWJDING
SUBMISSION OF YolllTTEN REPORTS AS IIEll. AS VIDEO
LOGS, 'MU. BE 1HE RESPONSEI.JTY OF lHE
CONlRACTOR.
9. ALI. TESTING SHALI. BE CARRIED OUT BY A QUALIFIED
lESTING FIRM APPROVED BY lHE aTY OF MAPLE
RIDGE, AND lHE OONlRACTOR OR DE'IELCPER 'MU. BE
REQUIE 10 ADVISE lHE INSPECTION IJEPARlMENT AT
LEAST 48 HOURS IN ADVANCE OF UNDERTAKING ANY
lESTING.
WA lERWORKS NOlES.:
1. ALI. WORKS 10 BE CONSlRUClED IN ACCORDANCE 'MlH
aTY OF MAPLE RIDGE STANDARDS SPEaFICATIONS.
2. CONlRACTOR 10 LOCA1E TIE-IN PDINTS AND LOCATION OF
EXISIING SERVICES AT a«JSS--Q',ER POINTS PRIOR 10 ANY
CONSlRUCllON 10 '<tRIFY INVERT AND LOCAllON .
J. ALI. WAlERIIAINS 10 BE D.I. PC 350 CEMENT MORTAR LIED.
4. ALI. CONNECTIONS 10 BE 38mml 1'IPE K COPPER.
5. MIN WAlERIIAIN GRADE 10 BE 0.101.
8. COVER ON WAlERIIAtl 10 BE 1.0m MIN, Um MAX.
7. lHRUST BI..OCl(S 10 BE PLACED IIHERE REQURED AS PER
aTY OF MAPLE RIDGE SPEaFICAllONS.
8. PRESSURE lESTING AND CHLORINATION 10 BE PERFORMED
BY CONlRACTOR.
9. ALI. FITllNGS SHALI. BE AS PER CITY SPEaFICATIONS.
10. ALI. WAlER SERVICES 10 BE INSTALLED 11111H IIElER BOX &
MATERIALS AS PER SD 'MIS.
10.0.1 \\\£RE ltlN 0.50m 'IERllCAL OR J.Om HORIZONTAL
SEPARATION ARE NOT ACHE'ftll RELATIVE 10 ANY smRII &
SANITARY MAINS OR lHE WAlERIIAIN CROSSES UNDER A
SE\\m IIAIN. SEE MAPLE RIDGE DESIGN CRllERIA SECl10N
WIO.
10.0.2 lHE CONlRACTOR \IIIU. BE REQUIRED 10 1EST ALI.
WAlERIIAtlS ACCORDING 10 SECTION J.1.2.31 (e) AND
DISINFECT AND RJJSH ACCORDING 10 SECTION J.2.2.10 OF
1HE GENERAL SPECIFICATIONS PRIOR 10 ACCEPTANCE.
STORM NOlES :
1. N.l DK SHN.l IE CONSlRUCIED M ACaR>AIICE 111H aJY CF IIAPlE RllGE
STNllARD aJISIRUCllON SPEaFlCAllONS
2. N.l P.V.C. Pl'E ID BE SllR 35 AND COICREIE Pl'E 1ll BE A.ST.II. Cl4 a.ASS 3
J. N.l SIOOM CONNECllONS ID BE 150 DI\ (SOR 28) c/w I.C. (1111. GIWlE 2.ox)
4. N.l CAlCIIIASINS ID IE 600 1.0. 15 PER SID. llWG. SD D7 I: N.l RfAR YMII I.AMI
DRHNS ID IE 375 I.D.
5. N.l CAlCIIIASINS ID H.WE SIIGI.E lfAllS 200 DIA.
6. N.l IWtHOIES 1ll IE 1050 I.D., lN!SS l1IIERMSE NCJIB).
7. SEE RllllJWORICS' DIGS FllR I.OCAlDIS Nil ELEVAllONS OF CAlCIIIASINS.
8. lHE CONIRICllJI WU IE REQUIRED m \llEO IISPECf SIORII IIMIS PRIOR m
M:CEPINICE. \llEO INSP£CllJNS If£ ID IE RECORIEl ON CD WRC CDOING FIRMT
AND If£ m IE l\Jlffll ~ 1ll llE arr AUJ«l WIIH A IETMID llRIIIEN REPlffl.
SB:IICJIS CF SIOOM SEWER IN llllCH 00 NDf PASS VIIE> INSPECIION WU IE
REl¥RD Nil RE-YllEO-ED /IJ lHE comw:roR's COST •
9. N«:HOR BLOCKS REQIIRED ON SIEEP ElllNS 15 PER Ill SO C3.
SANITARY NOlES.:
1. All WORK SHAil BE CONSlRUClID IN ACCORDANCE WITH cnv OF IIN'lE RllGE
STANMRD CONSIRIJCTION SPECFICAllONS
2. All P.V.C. PIPE TO BE SOR 35
l All SANITARY CONNECllONS TO BE 100 DIA. (SDR 28) c/w I.C. (MIN. GRADE 2.0X)
4. All MANHOlfS TO BE 1050 I.D., Utl.ESS OnlERWISE N01ID
5. 11£ CONIRACTOR WIU. BE REQUIRED TO MR TEST lHE SANITARY SEWER NS ANl
SERVICES ACCORDING TO SECTION 3.1.2.31 OF lHE GENEIW. SPECFICATIONS. PRIOR
TO M:CEPrANCE 11£ CON1RACTOR 'Mil BE REQURED TO VIDEO INSPECT SANTARY
MAINS. PRIOR TO M:CEPrANCE VIDEO INSPECllONS ARE TO BE IECORllEll ON CD
WRC CODING FORIIAT AND ARE 10 IE 1\JRNED IN TO 11£ Cl1Y ALONG WITH A
DrrMlfD WRIITTN REPORT. SECTIONS OF SANITARY SEWER MAIN WHICH DO NOT
PASS VIDEO IISPECllON 'MU. BE REPARED ANl RE-VIDEO-ED AT 11£
CONIRACTOR'S COST .
6. ANCHOR BLOO<S REQUIRED ON STEEP SECTIONS IS PER t.lttCD.
UTILITY CLEARANCE CRITERIA AND GENERAL NOTES
1. TREES SHOULD BE PIANIID A MINIMUM DISTANCE OF:
6.0m FROII LIMP SfANDMDS
3.0m FROII UTILITY POLES
2.0m FROII SIDEWAI.J( CROSStlG, CATQi BASINS. HYDRANlS
1.2m FROII VALVE BOX, SERYICES, IIANHOLES
1.5m FROII SEWER SERVICES
7.5m FROII SlREEf CORNERS
FROM BUILDINGS:
COLUMNAR TREES 2.0m
SPREADING TREES 3.0 -5.0m
2. TREES MAY BE PU.CED 1'BOI£. A UllUIY PROVIDED lHE UllUIY HAS A
MINIMUM 0.9m 00',ER,
3. FINAL LOCAllON AND SPECES SELECOON SIWJ. BE 10 lHE SAllSFACllON OF
lHE Cl1Y OF MAPLE RIDGE.
4. SlREEf TREES SHALI. BE PLANml ON IINIMUM 100mm QUAI.JlY lOPSOIL
SPR£All lHROUGHOIIT BOUl.i\lNlD STRP.
5. ICI\JAL TREE QUANllllE5, SPACING AND LOCATION WIU. VNrf .ICCORD~G 10
SITE CONDlllONS AND lHE SPECIES SELECTm. LOCAllONS 10 BE SfAKED BY
lHE CONIRACIOR AS SHOWN ON CROSS SECTIONS AND CENTERS NJICATED.
MINOR AL1ERA110NS IN LOCAllON CAN BE PERFORMED IF OBSIRUCl10NS NlE
ENCOUNlERED. OBS1RUC110NS REQURING WJOR AL1ERA110N 10 1HE PLANS
NlE 10 BE REPOR1Bl 10 cnv FOR RESOLU110N.
WARR.INJY AND RENGFJENI·
6.A) CURING lHE WARRANTY PERIOD, lHE OWNER SIWJ. REPUa: ALI. TREES
------
THAT DIE, NlE IWWlED, OR FAI. 10 GROW SATISFACTORILY, AS DETERltlNED
BY lHE CITY.
NOTE:
1.0m WIDEN AND GRIND &:
40mm ASPHALT OVERLAY
100 YR H.G.L. IS
M.B.E.s BELOW THE
LEGAL DESCRIPTION, LOT 54. DL LOT 397. GROUP 1. SEC 10. TP 12. NWD PLAN 14049
B.M.
LOCAlED AT 221 STREET & 119 AVENUE (CVD28 GVRD)
C 07.12.20 FOR SUBMISSION
B 27.11.20 FOR APPROVAL
A 06.11.20 FOR SUBMISSION
No. DATE REVISION
MONUMENT NO.
85H0758
ELEVATION,
36.781m
AV
AV
AV
BY
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
19
"CASH IN LIEU"
carpe diem
Landscape Design Consulting
4438 west fifth avenue, vancouver, b.c.
telephone: 604 221 2292
email: arenal@b.c.sympatico.ca
B) .ILL REPIACEIIENTS SIW..L BE WITH TREE OF lHE SAME SPECES, VARIEIY
AND SIZE AS lHE ORIGINAL PLANTING PIAN.
lHE WARRANTY ON REPIACEIIENT TREES SIWJ. EXTEND FOR A PERIOD
EQUAL 10 lHE ORIGINAL WARRANTY PERIOD.
C) CONT/a ENVIRONMENTAL lECHllaAN, GHL SZOSJEK AT TEL 604-467-7499
10 REVEW AND INSPECT TREES Alll LOCAllONS ONSl1E PRIOR 10 PIANfflG.
7. IN SEPARATED SIDEWAIJ( Pl.ANTING S1RIP5, ALI. ROAD BASE AND OlHER
UNACCEPTABLE MAlERIALS SHIU BE EXCAVATED 10 A DEPlH OF 0.6
METRES BELOW lHE 10P OF CURB. GRO'MNG MEOOM, CF SUFFICIENT
VWJME, SHALI. BE INSTALLED 10 ACHIEVE A ~ISHED GRADE MEETING 1HE
10P OF CURB, SUB.ECT 10 APPROVAL BY lHE aTY OF MAPLE RIDGE.
ROOT BARRIER 10 BE NSTALLED ALONG SIDEWALKS lffERE TREES ARE
LOCATED NEXT 10 SIDEWAIJ(.
8. S1REET TREES SHALI. BE SUPPLIED AND NSfALLED AS PER lHE MUNlapAL
S1REET 1REE SPECFICA TION. ALI. MA lERIAI.S AND WORKMANSHP SHALI.
COIIPL Y 'MlH 1HE BRITISH COUJIIBIA LANDSCAPE STANDARD. SUBSlll\JTIONS
MUST BE APPROlrm BY lHE aTY PRIOR 10 Pl.ANTING.
BOULEVARD TREE SCHEDULE
QTY. BOTANICAL NAME VARIETY COMMON NAME PLANT SIZE SPACING STREET/AVENUE
3 ACER RUBRUM RED MAPLE OCTOBER GLORY 8.0 cm CAL 12m-15m 119 AVENUE
' \ NOlE:
SPECIES CAN BE DElERMINED AT THE TIME OF
PLANTING AS APPROVED BY G. SZOSlEK
5245-20-2019-353
DRAWN AV SEAL
,, DESIGNED DWI.. ,, ,,
•' CHECKED DWI.. ' • •
APPROVED DWI.. I ,,
' SCALES ,,
' •. N ,, HORZ. 1:250 ~.... 11 .... .... ,,,,:1,1
VERT.
CITY OF MAPLE RIDGE
ENGINEERING DEPARlMENT
KEY PLAN, WATER, STORM & '--DATE_S_EP_lEM_BE_R 2_01_9 __,
SANITARY CONNECTION SHEET
LOCATIONS & STREET TREES
OF
DWG. No. REV.
C
FILE No. AM18-007A/DX-617A
18-007A-03
PROPOSED TRIPLEX
DEVELOPER:
PROJECT:
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0603
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
39 39
38 ~ ~ o------->---------<-GRADE-TO~t---+--~-----...,pR""OP"'.·c"~'-t------------1r11------+-------+---------<
FUT. C/L l IIEETI. EX. C/L FUT. C/L-
"'FUT. -o.60,,: __ £!!!· +o.~ =-"f--~;::;:-:;=j.$:!=,:=-;;;o~.6=0,,:=~==--====b:U-FU _ _ ___ _ _ __ T. -0.60,,: 37 ===, 37 I EX C/L-<a:!.~--
1 ~ ~-
36i ~ 8 36 o------------1>-------------1--+-----,z:-ld'''-------+-----+-l l-----+------t==-=--------,
I~ ,,_
3512
----
~ ---
341
!
I
331 ,_
PROP. 1;:1 co ,,., I')
Ct ELEV. I..,: r-.:
:2 I')
EXIST. 1~ [::;
~ Ct ELEV. ' 1:l 1:l
N
0 co
STATION I') ~ + -+ -
a: ::c
----
II)
I')
r-.: I')
~
1:l
II) ..,.
+ -
EX. 1501 SAN o:]:s'.§% == --__ (...
"w
-H -H
1n ~ ;:Ii~
xx WW
co II)
N N ~ ~
~ ~
1:l 1:l
co
0 N co -+ co -+ -
"CASH IN LIEU"
FOR LANE WORKS
1.0m WIDEN AND GRIND &
40mm ASPHALT OVERLAY
20
LANE
-+-7
19
LEGAL DESCRIPTION, LOT 54, DL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
B.M.
LOCAlED AT 221 STREET & 119 AVENUE (CVD2B GVRD)
MONUMENT NO.
85H0758
ELEVATION,
36.781m
35
34
33 ....
I:; PROP.
..,: Ct ELEV. 2
N EXIST. i;j
1:i Ct ELEV.
II) " STATION + -
6
39 .-----,------,N~P,~/L __ C/L,,--_S7 P~/L---.-----.-------,39
.. 6.~ ~
I 0.75 I
38 t------+----+-H---;-1 --+--+----+------, 38
(lYP.) 3
1f,~i;-~~rrti~~'"t---------37 ,_ ____ ----' 37
\ PROP. (TYP.I) J l!'.l t',1,......--~ EXllST. (TYP.) i ~ ~ 36 ~-~--~-~-~~-~-~36
-15 -10 -5 0 5 10 15
39 ,-------,------,N=P,~/L __ C,/Lr_S,P~/L---.-----.-------, 39
'<.. 6.~ ;>
0.75 I-38 38
(lYP.) 7 1 J! ---------1----------' ,.. I '" 37 ! 37
I
PROP. (TYP.1 co' -EXliST. (TYP.) ... 1~ • N
36 r::;I:;; 36 -15 -10 -5 0 5 10 15
ROADWORKS NOJES:
1. EXISTING VALVE BOXES. MANHOLES, ETC-,
WITHIN ROAD RIGHT-Of-WAY TO BE ADJJSTED
TO SUIT FINISHED GRADE
2. CHANGES OF GRADE SHALL BE FORMED BY
SMOOTH CURI/ES
3. ALL SUBBASE AND GRANULAR BASE
MATERIALS TO BE COMPACTED TO 98X
STANDARD PROCTOR.
4. ALL LOOSE OR ORGANIC MA TERI AL TO
BE EXCAVATED FROM ROADWAY.
5. WHEELCHAIR RAMPS AS PER MAPLE RIDGE STD.
DWG. NO. SDR 16.
6. ALL BENKELMAN BEAM TESTING TO BE
PERFORMED BY CONTRACTOR AND RESULlS
FORWARD TO DISTRICT AND ENGINEER.
7. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A
SIEVE ANALYSIS ON ALL TYPES Of GRANULAR
MA TERI AL PRIOR TO INCORPORA 110N INTO THEIR
WORK. TESTING SHALL BE IN ACCORDANCE TO ASTM
C136 (OR LATEST REVISION) AND SHALL MEET THE
REQUIREMENlS OF SECTION 3. 1. 1.5 Of THE GENERAL
SPECIFICATIONS PRIOR TO ACCEPTANCE
VERT. 1: 250 VERT.1 : 50 1+45 LANE VERT.1: 250 VERT.1: 50 1+60 LANE 8. THE CONTRACTOR WILL BE REQUIRED TO TEST ALL
BASE MATERIALS AS REQUIRED IN SECTION 3.5.2.16
OF THE GENERAL SPECIFICATIONS AND THE
DISTRICfS "DESIGN CRITERIA" FOR ROADWAYS
PROOF ROU. BENKELMAN BEAM, AND /OR NUCLEAR
DENSOMETER TESTING WILL BE ACCEPTED. THE
METHOD Of TESTING WILL BE AT THE SOLE
DISCRETION Of THE DISTRICT.
EX. E~
NPt SPt
1-__________ EX.18.29R/W _____ ST/LIGHT~_ _ _J>
I i 9.1s S ~ I
I !----E~_!.65 _______ J~_. ~-" -~.!~
EX. 5.69 ~• I I I r--------1 I 2.0
I i--------'1 _ Q<-~SPH~T_ -____ J TREE,1'gff1 2 75 I
EX. ,.,ES EX. 1.7 I"'. VARIES l< I • • r ---I CONC. S/W I 11:l '1 EX. 015 1:11 CONG. S/~ I _T_\ __ I 11 ----i---2.0% ,
\_EXISTING E 1..1::f'. J -..,,,... -T - -,~ -~ . .. . i" -
I ra , "'~ • 1_:J (a 140mm CONCRETE MIN. L _ ~ E~oo, 0.1. W/M _ -I I '\J I 100mm OF 20mm MINUS
I ,
1
1---_ _ _ _EX~ 450; PVC S!!!_ I CRUSHED GRAVEL ON
--j APPROVED SUBGRADE (l'l'P.) I I 200mm PllRUN (100mm MINUS)
I TYPICAL SECTION I (140mm CONC. AT D/W
I 11 ~: , o! ~~~) U E CROS~NGS)
"CASH IN LIEU" FOR ROAD
WORKS & STREET LIGHT
ORAWN AV SEAL
9. THE CONTRACTOR WILL BE REQUIRED TO TEST THE
ASPHALT ACCORDING TO SECTION 3.5.2.29 OF THE
GENERAL SPECIFICATIONS ASPHALT MATERIALS
SHALL CONFORM TO SECTION 3.1.1.4 Of THE
GENERAL SPECIFICATIONS
10. THE CONTRACTOR WILL BE REQUIRED TO TEST
CONCRETE ACCORDING TO SECTION 3.1.1.3 Of THE
GENERALN SPECIFlCA TIONS
EX. Et FUT.
N P/L NPt EX. 6.1 R/W SPt S P/L <~-=-FUT. 7.5 R/W --= ~> I 6.85 R/W I I
0.75
W1DENING _,_
APPROX. 1. Om
ROAD WIDEN
I i I I I I 3.0 .J.Q_ ---ii I._ FUL_ 0.7!j_
0.15 I 11 I (TYP.) I I I EX. ASPHALT i (VARIES)_ I I I ~ [GRIND & OVERLAY 111TH --1 11 I
40mm ASPHALT I I
(TYP.B\ t=1f:J>:~l .;2•.0~% .,.,_.1ru~1~2.0~%~M I 1 , ~ 1 I I --~ rf ' ,., ! ,~-~~G :-:-
SOmm ASPHALT (IN TWO LJFTS) -I, C, I I
-40mm SURFACE COURSE I
-40mm BASE COURSE I f-cc 2.l __J I
MIN. 100mm CRUSHED ROCK~ EX. 150; SAN I I
MIN. 300mm PITRUN (100mm MINUS)-I I
(ALL BASE MATERIALS TO BE COMPACTED TO -I II
98% STANDARD PROCTOR DENSITY)
TYPICAL SECTION
LANE
1:100 (HOR.)
5245-20-2019-353
C 07.12.20 FOR SUBMISSION AV {..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
DESIGNED OWL
CHECKED OWL
,,,,,ccc,e-r-r --v , .~~ ;, 'te~ I,,""'. {' ,-,;·~7v::.'""-=-Jtf!.~,l ,___ ___ R_O_A_D_W_O_R_K_S ____ ~D-ATE-S-EP-1E-MB-ER_2_01-9 --I
CITY OF MAPLE RIDGE
ENGINEERING DEPARlMENT
B 27.11.20 FOR APPROVAL
A 06.11.20 FOR SUBMISSION
No. DATE RE\/1SION
AV
AV
BY
APPROVED
SCALES
HORZ.
VERT.
OWL
1:250
1: 50
• SHEET
\.~~ .. ~ ,,/ 119 AVENUE & LANE AND OF
~ •:~~?~~•• TYPICAL & ROAD CROSS SECTIONS DWG. No.
REV.
C
FILE No. AM18-007A/DX-617A
DEVELOPER:
PROJECT:
18-007A-04
PROPOSED TRIPLEX
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0604
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
61
' I
I
----+I //.
'
EX. 450, PVC S1M I
-
56
' ' 0 \
-0-
t J
l
I
', Fl:. /,_s-1~
I
I-
(/)
~ a::::
0 >-
!
7ZI
1
119
El 4500 PVC S1M
• •
AVE
E:< ~H'-
:/'/1
,--
--
6
7
lfT
53
.
---
22 21 LANE 20 19
GRAVEL ACCESS PAO (MAINTAIN CLEAN)
10m x 6m (300mm DEEP 100 MINUS
ANGULAR ROCK) (TYP,)
SEE B.P. BUILDERS
PLANS FOR FURTHER
E.S.C. DETAILS
LEGAL DESCRIPTION, LOT 54, DL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
B.M.
LOCATED AT 221 STREET & 119 AVENUE (CVD28 GVRD)
C 07.12,20 FOR SUBMISSION
B 27.11.20 FOR APPROVAL
A 06, 11.20 FOR SUBMISSION
No. DATE REVISION
MONUMENT NO.
85H0758
ELEVATION,
36,781m
AV
AV
AV
BY
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
MIL. POLY LINE
SLOPES & FLOOR
100¢ P. V.C. RISER
PACKED IN DRAIN ROCK
SEDIMENT CONTROL NOTES:
1, GENERAL:
lHE CONlRACTOO SHAil CORY WllH lHE REQUIREMENlS OF 1HE MUMCIPAI. SEDIMENT
CON1ROI. BYLAWS, AND All OlHER REGULATORY STAl\JlES, FEDERAL AND PRO'ffiCIAL AND
caR Y WllH lHE REQUIREMENlS OF All GO'ifRNMENT DEPARlMENlS INWJDING lHE
DEPARlMENT (f FISHERES AND OCEANS. CANADA, AND lHE BRITISH CWJMBIA IINISlRY (f
OO'IRONMENT, LANDS AND PARKS, FOR lHE PROlECllON OF AQUATIC HABITAT DURIIG lHE
CONSlRUCllON OF lHE Y«lRKS
SPECIFICAl.lY, lHE CONlRACTOR SHAil ENSURE lHAT All EXCAVAllON AND CONSlRUCllON
PROCEDURES ARE Ut«>ERTAKEN IN SUCH A MANNER AS TO PREVENT SILT-LADEN RUNOFF FROM
1HE SllE OF 1HE WORK FROM ENlERNG lHE DOYINSlREAM DRAINAGE SYSlEM, AND SHAil
FOLLOW PROCEDURES AS RECOMMOOED IN 1HE PUBLICAllON ENTIRm "LAND DE\nOPliENT
GUIDELINES' FOR lHE PROlECllON OF AQUATIC HABITAr, AS ISSUED BY lHE MINISlRY OF
EN'IRONMENT, LANDS AND PARKS
" ~'"l:"I'~---------------------,,--.~---------------------,s:
2. DURING CONSlRUCllON 1HE CONlRACTOO SHAil ENSURE lHAT All lllSl\JRSED AREAS ARE KEPT
DE-WAlERED Wl1H CONCENlRAlED SURFACE RUNOFF EllHER DIREClED AROUND WORI( AREAS OR
lEMPORARILY CONTAltE WllHIN CLOSED CONDUllS
.
.
•
BUILDER SEDIMENT TRAP
DETAIL (5 SM)
N.T.S.
SILT FENCE
STAPLES 150 0/C ---1-...,.J
SEE NOTES
200mm
,
200mm Ti
FILTER FABRIC TO BE--~
NICOLON KONTROL OR
KONTROL PLUS
----------1 OOmm(b POSTS
1.0m 0/C
, .
600mm MIN
I .1oomm
TYPICAL PERIMETER
SILT FENCE DETAIL
N.T.S .
OFF-SITE WORKS:
1 W/M CONNECTION -119 AVE
1 SAN SEWER CONNECTION -LANE
l All STOCKPILE$, LARGE EXCAVAlED PILES OF SP<lL MAlERIAL AND LARGE lEIIPORARY SLOPES
ARE ro BE CO'vtRED Wl1H POLYElH'tLENE SHEETING. POL YElH'tLENE PROlECllVE SHEETING ro
BE <MRLAPPED MNIIIUM 1.5 MElRES AND BE l\£1.J. ANCHORED 10 RESIST WIND YlllH TIED TIRES
OR OlHERYIISE
4. IN GENERAL, All CUT AND FILL SLOPES, REGRADED AND DISTURBED AREAS ARE TO BE PROlEClED
FROM EROSION BY HYDRO-SEEDING, WllHIN 2 YltEKS OF CLEARING ACll'ifTY UNLESS OlHERWISE
INSlRUClED BY 1HE ENGINEER Cf RECORD (OR EN'IRONMENTAI. MOMTOO) AND APPRO\fD BY lHE CITY,
NEW SLOPES MAY REQUIRE PROlECllON WllH HYDRO-MULCH OR ON LARGER
SIEEPER :ii.OPES YlllH EROSION CON1ROI. MATTING AS DIREClED BY lHE ENWlONliENTAI. MONITOO.
HYDRO-SEED MIX SHOULD BE AN APPROVED HARDY VARIETY CONTAIMNG FERTIUZER OF
STANDARD NITROGEN COMMERCIAL MAlERIAI.S SOX OF lHE FERTILIZER SHOULD BE IN 1HE FORM
OF SLOW REI.IASE UREA. RAlE OF FERTIUZER APPLICATION SHOULD BE I.IN 400 KGftlA OF
19-20-12.
MULCH SHAil BE APPL.ED HYDRO-MULCH~ CONTAIN~ 'MlOD FIBER MULCH DESIGNED FOR
HYDRO-SEEDING APPLIED AT A RAlE OF 2,500 KG/HA lOGElHER YlllH TACKIFER AT A RATE
OF 60 KG/HA 1111H A HYDRO-SEEDER 10 FORM A CONlNJOUS BLOTlER LIKE COVER,
EROSION CONlROL MATTING 10 BE COMBIIATION STRAW/COCONUT FIBRE BLANKET TYPE SC150 AS
MANUFACl\JRED BY NORlH AMERICAN GREEN 81..ANKET 10 BE PLACED STRICll. Y IN ACCORDANCE
WllH MAr«JFACl\JRERS NSlRUCllONS
5. INlERCEPlOR AND CUT OFF SWALES ARE 10 BE INSTALLED AS PER lHE E.S.C. PLAN PRIOR 10
CONSTRUCTION ACll\'ITIES COMliENCING, Ult.fSS OlHERYIISE IIREClED OR RELOCAlED BY lHE
EN\IIRONMENTAI. MONllOR AND APPRO~ BY 1HE CITY. \IIERE GRADE EXCEEDS 51, lRENCH
INVERlS 10 BE Rf RAP ARMORED ON GE<FABRIC. CHECK YIEIRSft'ILlER BERMS TO BE INSTALLED
AT MAX. 5.Cm O.C.
6. All SILT FENCING, IF REQUIRED, 10 BE CONSlRUClED IN ACCORDANCE WllH DETAL CONlRACTOO
10 INSTAil ADDITIONAL SILT FENCE rt!ERE SllE CONDITIONS DICTAlE AND DOI\NSLOPE OF
ALL SPOI. PILES.
7, All CATCH BASINS 10 HAVE UPSlREAII SEDlliENT 1RAP5 BEFORE AND AFlER PA\'ING.
8. All SIRl:EIS 10 BE REGULARLY SYEPT CI..EAN (NOT FLUSHED) Mlh!MUM l'IIICE PER DAY
UNLESS OlHERWISE AUlHORIZED BY lHE OO'IRONMENTAI. MONllOR AND APPROVED BY 1HE CITY.
9. CONlRACTOO, AS PART OF REGULAR MAINlENANCE SHAil VACUUM ACCUMUL.AlED SILlS OUT
OF STOOM MAINS FEEDNG lHE SEDIMENT CONlRll. PONDS
2, OPERATION & MAINJENANCE*:
1. CONlRACTOR TO MAINTAIN REPAIR OR REPLACE All SElllliENT CON1ROI.
IWlRKS AND MEASURES AND LEAVE N GOOD QKING ORDER.
2. CONSTRUCTION AND MAINTAINANCE OF 1HE SEDIIENT CONlRll. FACILITIES TO BE lHE
RESPONSIBI.JTY Cf lHE CONlRACTOO, CONlRACTOR 10 PRO\'IDE DISTRICT VlllH CONTACT
NAMES AND 24 HOUR EMERGENCY CONTACT,
3. Tll'ICAL MAINlENANCE SHAil CONSIST OF, BUT NOT l.llllED TO, lHE FOLLOWING llEIIS:
-ACCUMUL.AlED SILlS II STORM SEYER SYSlEM 10 BE VACUUM CLEANED,
-SILTAllON FENCES SHAil BE Cl.£Al£ll AND REPAIRED AS REQ'D,
-GRAVEL FILlER BERM AT OUll.ET SHAil BE CLEANED OR REPLACED AS REQUIRED
-PERIMElER FENCING 10 BE REPAIRED IF t£EllEll.
OVERLAY EXISTING ASPHALT LANE & INSTALL
CONCRETE CURBS. ALL THESE WORKS TO BE
DONE IN THE DRY -HAUL EXCESS MATERIAL
OFF-SITE. NO STOCK PILING.
NOTES:
t SEE SHEET 2 FOR GENERAL NOTES 5245-20-2019-353
DRAWN AV SEAL
,,,,,~.,,.,.,,.r..,. --v
DESIGNED OWL
~··~ ·~·-' .~
CHECKED OWL l ,,:¥'!· . ' . '
OWL ~ IY. W. ~
APPROVED • I ' SCALES • ~.-!: ,' \.~~,..
HORZ, 1:250 ~~........ N 111' ~ .... ,,_,,:,11'
VERT.
, CITY OF MAPLE RIDGE
ENGINEERING DEPARTMENT
EROSION & SEDIMENT
CONTROL PLAN
OFF-SITE & ON-SITE
DATE
SEPTEMBER 2019
SHEET
OF
DWG. No. REV.
C
FILE No. AM18-007A/DX-617A
18-007A-05
PROPOSED TRIPLEX
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0605
GRACE YU
STORM WATER MANAGEMENT PLAN
DEVELOPER:
PROJECT:
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
LOT GRADING PLAN
DEVELOPER:
PROJECT:
COMPREHENSIVE LOT GRADING PLAN
18-007A-06
PROPOSED TRIPLEX
1217127 B.C. LTD.
22058 119 AVENUE
MAPLE RIDGE, BC
428 NORTHCLIFFE CRESCENT, BURNABY, BC V5A 1A1
PH (778) 688-0505
0606
GRACE YU
3862 W. 14 Avenue, Vancouver, B.C. Canada V6R 2W9
Tel: (604) 817-4695, Fax: (604) 597-9061, Email: dlaird@aplinmartin.com
I-
(/) 1
~
0:::: 119 AVE 0 >-
-,\
\
J I
\
·-
~
EX 4:;o; PYC STM
[l I ICUS[
6
7
. 'l>
LOT GRADING NOTES & SYMBOLS:
1.) INDICAlES
~37_____/ .. EXISTING CONTOUR
DIRECTION OF LOT GRADING
2.) ALL FINAL LOT GRADING TO BE COMPLElED BY BUILDER, ALL INITIAL
GRADING TO BE COMPLElED BY CONTRACTOR
3.) ~ INDICAlES NEW GRADES
MEET EXISTING GRADES
4.) ~ INDICAlES NEW GRADES
5.) ! 00.0 ! MIN. BASEMENT ELEVATION / LOWEST
FLOOR ELEV.
55
M .-_,~
,·•,..3---7-. 2--0)
"'D=1RE=c=110N,.,.,...,OF=-, •0 "--._
=□=· -~:::::;:_..------:::~i--::J---t:i-c----r.,l!·'l/t'.',,,--r-GRMADING (n'P.: ""
I~ ~
I NOTE:
I
EX. 1.0m CONTOURS PRIOR
TO SllE GRADING (TYP.)
M l:-.3:=7 _-::c20",; -~ 075
->----:;-[l-
I,>'''' ,.--~
l,.,.,"-
-
LANE
20.#
~ ------<"-7 ------fl------->----_------Li-------
-----...:Z ____ _ ---
---
21 20 4
(37.20)
M
1,37.22.)
075
LEGAL DESCRIPTION, LOT 54, DL LOT 397, GROUP 1, SEC 10, TP 12, NWD PLAN 14049
B.M.
LOCAlED AT 221 STREET & 119 AVENUE (CVD28 GVRD)
C 07.12.20 FOR SUBMISSION
B 27.11.20 FOR APPROVAL
A 06.11.20 FOR SUBMISSION
No. DATE REVISION
MONUMENT NO.
85H0758
ELEVATION,
36.781m
AV
AV
AV
BY
19
53
100 YR H.G.L. IS
M.B.E.s BELOW THE
P/L
IROOFLEADER11· I ~
DETENTION CHAMBER I , :::::!,_/ ~
(SEE SHEET 6 FOR DETAILS)!..,__._~ 'Ri~,~~·=·~~i)Jj·:-:::·~=.:[_=f!·i· iiii~--jFOOTING DRAIN!
STORM s/c WYE TO
ACCOt.tMODA TE OFFSET SUMP,
AND OVERFLOW.
I
LEANOUTSI
SEPARATE SOLID PVC LEADS FOR I
FOOTING & ROOF LEADER DRAINS
~FOOTING I
P/L --------'----t'n'r-----------
STORM SER'vlCE _..,. I'-. SAN SER'vlCE
CONNECTION-I .....___CONNECTION
TYPICAL STORM SERVICE
CONNECTION DETAIL
N.T.S.
{..r APLIN MARTIN ~ ENGINEERING ARCHITECTURE Pl.ANNING SURVEYING
COMPREHENSIVE LOT GRADING SYMBOLS:
DEVELOPER WALL~
BUILDER LAWN BASIN \
(TIE INTO R.W.L.)-----..._ ~
WHERE SHOWN "'-, I. t~
NOTE:
RETAINING WALL BY---
BUILDER (1.2m MAX
HEIGHT)
DRIVEWAY GRADE SHOWN ARE
APPROX. ONLY. HOUSE
DESIGNER CONFIRM AT BUILDING
PERMIT STAGE
-
LOT
CB TO CONNECT~
DIRECTLY TO D.T. , •• f--_~-.---'
SUMP * • •cs -...
REVERSE SLOPE-------1--,._ ,I
DRIVEWAYS TO HAVE
\*
,,
••
••
-
CATCHBASIN/GRIULAGE ___ *.,__T_O_R...,OA-□-I-F ----+,,-
AT LOW POINT (TYP.) POSITIVE GRADE
I-C/)
~
0::::
0 >-
I
-------------,.,,
-DEVELOPER
LAWN BASIN
WHERE SHOWN
TYPIQAL
HOUSE
BUILDER
SWALE
N.T.S .
-
1
119 AVE
EX. 450f PVC STM
00.0 + -PROPOSED GROUND
00.0 M + -MEET EXISTING
-------.J 7--EXIST. 0.5m CONTOURS
U,F, 00,00 -UPPER FLOOR ELEVATION
L.F,E, 00.00 -LOWEST FLOOR ELEVATION
GAR, 00,0 -GARAGE ELEVATION
) -DIRECTION OF GRADING
"CASH IN LIEU" FOR 119 AVE &
LANE SURFACE WORKS
6
7
= /' 0ln ~ __........__-+----.....U.'------__JL--L
, ... / ~ /4 X. INV@ 4-· P/L 35.60
/ ~
55
0.60 3
37.20 M
21
;r
ii '
WAU<WAY
U E 38,80
L.F.E 36.10
54
37]7
20
NOTES:
1
'
,
4
PROPOSED
V TRIPLEX &
DRIVEWAYS
53
37.20 II
DIRECTION OF
GRADING (n'P.'
EX. 1.0m CONTOURS PRIOR
TO SllE GRADING (TYP.)
LANE
19
1. SEE SHEET 2 FOR GENERAL NOTES 5245-20-2019-353
DRAWN
OESIGNED
CHECKED
APPROVED
SCALES
HORZ.
VERT.
AV
DWL
DWL
DWL
1:250
SEAL
,,,,,~.,,.,.,,.r..,. --v If ,,'.:.fl •
,~U'.,._.,_~_ t~ l .:.~, ,____L_O_T_G_R_A_D_I_N_G __ P_L_A_N--&--,,,D~ATE~S-EPlE_M_BE-R -201-9---,
·~ ~./ COMPREHENSIVE LOT SHEET OF
f., '"~~~••' GRADING PLAN DWG. No.
CITY OF MAPLE RIDGE
ENGINEERING DEPARTMENT
REV.
C
FILE No. AM18 007 A/DX 617 A