HomeMy WebLinkAboutADP 2023-03-22 Agenda.pdfCity of Maple Ridge
ADVISORY DESIGN PANEL
AGENDA – REGULAR MEETING
Wednesday, March 22, 2023 at 4:00 pm
Meeting Access Information
Advisory Design Panel (ADP) meetings are held virtually viz Zoom Teleconference. Members of the ADP 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/89080343910
Or join the meeting using your phone
Dial: 1-778-907-2071 Meeting ID: 890 8034 3910
1.CALL TO ORDER
2.APPROVAL OF THE AGENDA
3.ADOPTION OF MINUTES – January 18, 2023
4.NEW AND UNFINISHED BUSINESS
5.QUESTION PERIOD
6.PROJECTS
6.1 Development Permit No: 2019-393-RZ 4:15 PM
Applicant: Kevin Key
Project Architect Kirsten Sutton
Project Landscape Architect: Paul Whitehead
Proposal: Six dwelling units in the form of
Courtyard Housing
Location: 20786 River Road
File Manager: Rene Tardif
7.CORRESPONDENCE
8.ADJOURNMENT
Next Meeting: April 12, 2023
Agenda Items Submission Deadline: March 22, 2023
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.
City of Maple Ridge
Advisory Design Panel Meeting Minutes
January 18, 2023
The Minutes of the Regular Meeting of the Maple Ridge Advisory Design Panel (ADP) held via Zoom
teleconference on Wednesday, January 18, 2023 at 4:00 pm.
PANEL MEMBERS PRESENT
Jose Gonzalez, Chair Landscape Architect BCSLA
Sang Kim, Vice Chair Architect AIBC
Jaswinder Gabri Architect AIBC
Lindsey Salter Architect AIBC
Niall McGarvey Landscape Architect BCSLA
STAFF MEMBERS PRESENT
Wendy Cooper Staff Liaison, Planner 2
Arsh Dhillon Committee Clerk
PANEL MEMBERS ABSENT
1.CALL TO ORDER – 4:10pm
2.APPROVAL OF AGENDA
R/2023-ADP-001
It was moved and seconded
That the agenda for the January 18, 2023 Advisory Design Panel Regular Meeting be
approved as circulated with amendment to remove projects 2020-066-DP and 2021-270-
DP, and add project 2021-101-DP.
CARRIED UNANIMOUSLY
3.ADOPTION OF MINUTES
R/2023-ADP-002
It was moved and seconded
That the minutes for the November 16, 2022 Advisory Design Panel meeting be adopted.
CARRIED UNANIMOUSLY
4.NEW AND UNFINISHED BUSINESS
4.1. Introductions to the Maple Ridge Advisory Design Panel
The Advisory Design Panel members introduced themselves.
4.2. 2023 Chair and Vice Chair Elections
3.0
Advisory Design Panel Minutes
January 18 2023
Page 2 of 3
R/2023-ADP-003
It was moved and seconded
That Jose Gonzalez be appointed as Chair of the Advisory Design Panel for 2023.
R/2023-ADP-004
It was moved and seconded
That Sang Kim be appointed as Vice Chair of the Advisory Design Panel for 2023.
5. QUESTION PERIOD
6. PROJECTS
6.1. Development Permit No: 2021-101-DP / 21938, 21952, 21964, 21976 and 21988
Lougheed Highway
The Chair welcomed the project team to the meeting and introduced the members of the ADP.
The Staff Liaison provided a brief overview of the project. The project team presented the
development plans and answered questions from the Panel.
R/2023-ADP-005
It was moved and seconded
That the application be supported as the following concerns be addressed as the design
develops and submitted to Planning staff for follow up.
Architectural Comments:
• Consider moving loading bay close to back entrance and elevator
• Consider electric car charging stations installed in parking garage
• Consider providing direct daylight and ventilation to in-board bedroom
• Consider incorporating rooftop amenity
• Consider providing a dedicated garbage staging area, ideally beside the lane or
current loading bay can act as garbage staging
• Consider providing accessible path from the loading bay to the building
• Given the anticipated bike movement through the building, ensure corridor widths
and door widths are appropriate for ease of maneuverability
Landscape Comments:
• Explore more visitor bike parking at east pedestrian entrance
• Explore use of collected stormwater for irrigation and toilet flushing
• Consider introducing accent colour to emphasize main building entrance
• Consider opportunities provide a friendlier pedestrian interface along south lane. For
example, bermed planters, wider stairs to outdoor amenity and building accesses
• Consider incorporating additional uses of outdoor amenity to increase usability of
space. For example, kids play area.
CARRIED
7. CORRESPONDENCE - NIL
8. ADJOURNMENT
There being no further business, the meeting adjourned at 6:15 p.m.
Advisory Design Panel Minutes
January 18 2023
Page 3 of 3
The next regular meeting of the Advisory Design Panel will be held on Wednesday, February
15, 2023.
Wendy Cooper, Acting Chair
Jose Gonzalez, Chair
/ad
Page 1 of 5
City of Maple Ridge
TO: Advisory Design Panel MEETING DATE:March 22, 2023
FILE NO: 2019-393-DP
SUBJECT: 20786 River Road
PURPOSE:
An Advisory Design Panel (the “ADP”) submission has been received for the above cited application and
property to permit a construction of six dwelling units in the form of courtyard housing. The proposed
buildings will replace the vacant site.
The subject property is under application for rezoning from RS-1 (Single Detached Residential) to RT-2
(Ground-Oriented Residential Infill) to support the development of courtyard housing. The rezoning
application being processed in conjunction with this proposal was given First Reading by Council on March
10, 2020. The proposal was granted Second Reading by Council on June 22, 2021, however, after Public
Hearing and at Third Reading, Council referred it back to staff to deal with issues that were raised by
neighbourhood residents.
This proposal was brought to the ADP previously on March 17, 2021, however, since then the applicant
has modified the proposal to now include six units instead of eight. Also, the site plan and landscape plan
have changed and now require a subsequent review by the ADP.
BACKGROUND:
Applicant: Kevin Key
Legal Description: Lot 37 District Lot 277 Group 1 NWD Plan 31152
OCP:
Existing: Urban Residential
Proposed: Urban Residential
Zoning:
Existing: RS-1 (Single Detached Residential)
Proposed: RT-2 (Ground-Oriented Residential Infill)
Surrounding Uses:
North: Use: Residential
Zone: RS-1 (Single Detached Residential)
Designation: Urban Residential
South: Use: Maple Ridge Elementary School
Zone: P-1 (Park and School)
Designation: Institutional
East: Use: Maple Ridge Elementary School
Zone: P-1 (Park and School)
Designation: Institutional
West: Use: Residential
Zone: RS-1 (Single Detached Residential)
6.1
Page 2 of 5
Designation: Single-Family & Compact Residential (Hammond Area Plan)
Existing Use of Property: Residential
Proposed Use of Property: Residential
Site Area: 0.20 HA. (0.5 acres)
Access: River Road
Servicing requirement: Urban Standard
DEVELOPMENT PERMIT AREA:
The development permit application made to the City prompting this submission to the ADP is subject
to the Key Guidelines of the Ground Orientated Residential (GORI) Infill Guidelines Development
Permit. As no checklist exists for the GORI Guidelines and as the housing form closely resembles
intensive single-family residential, the applicant has provided a checklist for the Intensive Residential
Development Permit Area Guidelines.
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.
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 Infill 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.
Page 3 of 5
• Design and construction of new buildings located within designated floodplains to be in
accordance with Provincial legislation and the Zoning Bylaw.
• 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 six unit courtyard housing development is designed to be of a similar scale to the
adjacent single family houses, and is meant to integrate well with the surrounding neighbourhood. The
development proposes six individual units, with each unit featuring a separate ground floor entrance,
which gives it the appearance of single family housing. The developments form and character are
similar in scale to the overall neighbourhood and respects the massing of the existing neighbourhood.
The River Road elevation of the development reads as two single family units, while the bulk of the
massing of both units is contained primarily on the first and second floors. This elevation integrates
well overall with the single family streetscape along this portion of River Road. The outdoor amenity
area has been located to the south and allows for the retention of a significant offsite cedar tree (OS-
1), in the south west corner of the site.
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 F of this
report.
PLANNING COMMENTS:
1. Proposal:
An application has been received for the property located at 20786 River Road for a courtyard
housing development consisting of six dwelling units in the built form of six single family units
clustered as courtyard housing. An internal drive aisle will provide access to the garage of each
unit. All six units will feature side-by-side parking garages, as well as two visitor parking spaces
will be provided. Special surface treatment will be applied over the portion of the drive aisle
crossing the courtyard area.
1. Context:
The subject property is 0.20 HA. (0.5 acres) in size and is located in the general urban area, on
the eastern border of the Hammond area. The subject property and surrounding lots are
characterized by low (i.e. single storey and basement) single family dwellings. Maple Ridge
Elementary School borders the site to the south and east. The subject property is relatively flat
with a few trees along its edges and in the back yard.
Page 4 of 5
2. OCP and Zoning Compliance:
The development site is currently designated Urban Residential. The proposed RT-2 (Ground-
Oriented Residential Infill) Zone is consistent with this designation. This property is at the
periphery of the Hammond Area Plan and the lands to the west are designated Single-Family
and Compact Residential, which envisions a similar density and infill-housing form.
The subject property is under application for rezoning from RS-1 (Single Detached Residential) to
RT-2 (Ground-Oriented Residential Infill) to support the development of courtyard housing. The
rezoning application being processed in conjunction with this proposal was given First Reading by
Council on March 10, 2020. The proposal was granted Second Reading by Council on June 22,
2021, however, after Public Hearing and at Third Reading Council referred it back to staff to deal
with issues that were raised by neighbourhood residents. During the Public Hearing, residents
raised concerns about the number of units, traffic, parking and the height of the proposed units,
which would negatively impact the privacy of nearby houses and the school.
The subject site is being rezoned to RT-2 (Ground-Oriented Residential Infill) and Development
Data Sheet (Appendix E) analyses the compliance of the project with the applicable zone
regulations. The proposal has a density (Floor Space Ratio) of 0.74 which complies with the
maximum density of 0.75 FSR.
The following variances will be required:
• Reduction in the Front Lot Line setback from 6.0 metres to 4.5 metres;
• Reduction in the Rear Lot Line setback from 7.5 metres to 4.5 metres;
• Reduction in the Interior Side (East) setback from 2.25 metres to 2.0 metres; and
• Increase in the allowable Building Height from 8.0 metres to 9.3 metres.
3. 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 courtyard meets these requirements by providing a total of 12
parking spaces, two spaces per unit and two for visitor parking. Bicycle parking can be
accommodated in the accessory detached garage for each unit and also with outdoor bike parking
located in the amenity area to the south. The required parking for the proposed use is analyzed
in the Development Data Sheet (Appendix E)
4. Environmental, Sustainability & Stormwater Management:
This project’s site proposal will have to conform to the City’s three tier stormwater management
requirements. Because the subject property is within the Fraser River Escarpment, no infiltration
is permitted.
5. Issues requiring comments from ADP:
• Please comment on the courtyard layout.
• How does the ADP feel about the integration with the surrounding neighbourhood and with
the Elementary School to the south and east?
• Does the ADP think that the materials and massing of the buildings are reflective of single
family housing?
Page 5 of 5
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 to install new curb and gutter and letdown along River road.
• River Road will require 5 metres of dedication and widening across the frontage to reflect the
width that is established across the frontage of Maple Ridge Elementary School.
• Sanitary sewer will need to be extended to the east of property line of the site.
• A new service connection may need to be provided to the site.
• Street trees and installation of LED street lights required along River Road.
8. Off Site Upgrades, Utilities and Services:
• Developers engineer will be required to review condition and capacity of sewer 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.
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 façade materials, building articulation,
and landscaping of this development, and integration with the surrounding single-family neighbourhood.
______________________________________________
Prepared by: Rene Tardif
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 D ADP Applicant Checklist
Appendix E Development Data Sheet
Appendix F DP Area Guidelines Checklist
Appendix G Architectural and Landscaping Plans
DATE: Nov 15, 2019FILE: 2019-393-RZ
20786 RIVER ROADPID: 006-579-868
City of PittMeadows
District ofLangley
Di
s
t
r
i
c
t
o
f
M
i
s
s
i
o
n
FRASER R.
^
PLANNING DEPARTMENT
RIVER ROAD
115 AVE.
STONEY AV
E
.
20
9
S
T
.
GR
A
V
E
S
S
T
.
20
9
S
T
.
20
7
A
S
T
.
GOLF LANE
117 AVE.
11469
20745
208
2
4
20
8
1
0
20
6
8
3
11454
11499
20
7
5
0
20
8
0
6
208
3
2
20
7
3
5
11
7
1
8
20
7
1
9
11509
208
0
1
11693
11475
20
7
1
3
20
7
6
7
20
6
9
0
208
4
5
11700
208
0
4
208
1
5
208
3
3
11674
11672
208
4
1
11664
20
8
0
2
11690
11697
11440
20
7
3
6
20
8
1
5
208
2
1
20
7
3
5
11685
20
6
9
1
11643
11709
208
2
7
20
8
9
8
20
9
0
5
20
7
7
1
20
8
2
0
11674
11673
11669
11593
11684
11493
20
7
5
0
20
7
0
5
20
7
6
0
20
7
1
6
20
7
9
7
208
4
2
20
7
6
5
11653
11481
20
7
3
9
20
8
7
5
20
8
6
5
20
8
5
8
2072
5
20
7
2
5
20
8
3
5
208
5
5
11445
20
9
1
0
20
7
6
9
20
7
1
0
20
7
2
1
20
7
2
0
20
7
5
6
208
0
9
20
6
8
0
20
8
8
5
208
4
9
11484
11673
208
4
6
20
7
9
5
20
6
9
7
11631
11
6
7
0
20
7
5
2
20
8
4
3
20
8
2
6
20
9
0
3
20
8
1
8
11460
208
0
8
20
8
6
4
20
6
8
5
11
7
1
7
1145511475
208
1
6
11659
11644
11444
11465
20
8
2
3
11502
11661
20
8
5
7
11474
20
7
6
6
11534
20
8
0
5
11494
11714
20
8
5
9
11654
20
6
8
1
20
8
5
9
11512
20
8
4
4
20
7
6
0
20
7
5
6
11675
11499
20
8
2
0
20
7
8
7
20
8
0
5
20
7
1
2
20
6
7
0
11569
20
6
7
5
20
8
5
0
208
5
8
20
8
0
9
20
7
6
3
20
7
2
5
20
8
6
5
20
7
5
6
20
8
4
7
20
7
8
0
20
9
1
2
11664
20
7
4
0
20
8
2
9
20
8
3
1
11653
20
8
8
6
208
6
8
20
7
8
6
11708
20
6
8
8
11580
11588
208
5
2
11480
20
8
3
0
20
8
5
1
20
7
5
5
20800
11470
20
7
7
2
20
7
4
0
20
6
9
9
11470
20
6
9
2
20
7
5
5
208
7
0
2
0
7
1
6
11712
11485
20
7
4
5
11450
11495
11522
20
8
9
5
20
9
1
3
208
2
8
11682
11465
208
3
8
11
4
5
5
/
5
9
20
7
3
2
20
7
2
6
20
8
2
3
11637
20
7
1
8
208
1
2
11548
20
7
7
6
20
8
3
8
20
7
4
4
20
7
1
5
11645
20
7
7
7
1162
8
11485
11610
11489
20837
20
7
2
0
20
8
1
7
208
2
0
20
7
9
6
11464
20
8
1
3
SUBJECT PROPERTY
´
Scale: 1:2,500 BY: PC
Appendix A
PROJECT CONTEXT & DESIGN RATIONALE
20786 River Road - rezoning to RT-2 Ground-oriented Residential Infill - 2019-393 -RZ
______________________________________________________________________________________
The intention is of this housing supply is to provide a choice for an owner specifically desiring a
dwelling that does not share walls or ceilings, but avoids a high land cost component. They also
desire more private balcony, patio and yard space than typically available in townhouse form, and
a variety in private or semi-private spaces, to adapt to noise and solar exposure. Rather than a fee
simple small lot size of 4000 sqft, these are bareland strata lots of about 2500 sqft., individually set
in a compact village cluster.
Refer to the DP Guideline Checklist for details and calculations of various features. From the
perspective of the public domain, the most significant feature are the pair of street front homes.
Replication was purposely avoided and while mirrored in floorplan for construction benefits, each
has distinct roof and window treatments, as well as differentation in frontage landscaping. Initial
exterior paint will also be different. Orientation of front facades are perpendicular to the street,
not to side lot lines, which are bounded by paved surfaces on east (school parking lot) and west
(panhandle driveway). Soon after construction and plant growth, these two dwellings will soon
not appear out of place to similar homes in the neighborhood.
Within this courtyard community there are a distinctive mix of unit sizes of the SFDs are in three
different styles, variations of Craftsman.
Type A (street front)
The primary design goal for two units was to have them read like Craftsman two-story and half,
but with garage entries concealed on the building sides, along the courtyard driveway, away from
the street. The main pedestrian entrance is from a pathway through the front yard from the public
sidewalk along River Road. Front stairs rise to a covered porch with double doors into an Entry
Foyer with 9 ft ceiling height. The front of the house has two rooms and are the most ‘public'
spaces with visitors. Both are corner rooms and have tall windows on two sides, including views
over the front yard and across the street:
- formal Living Room (with a vaulted 14 ft ceiling) for guests. It is separated from the Family
Room to allow different furnishing and uses.
- Home Office (also with 9ft ceiling). It is located to be separate from other activities and noises in
the house, and it also prevents business visitors from going through other rooms.
Main Floor is up a half flight of stairs to a large open area contains the Kitchen, a Dining area (next
to a balcony), and Family Room with three sets of windows. There is another Flex room which
can be used for guests, gaming, TV or another office. Top Floor is the most private level, up a full
flight of stairs (with landing halfway), and a Master Bedroom (with 5-piece bath and large walk-in
closet), two other Bedrooms and a common full Bathroom. At grade, the Garage level has another
Flex Room, and a full Bathroom.
Appendix B
Type B: East side towards school grounds
The goal was to maximize the open plan on Main floor, on a relatively small footprint. Floorplans
are identical, and are side-by-side (not mirrored, as with other house types). Access is through an
elevated front porch, into a vaulted entry.
Main Floor has Kitchen, Living and Dining area (with adjacent balcony), and room. Off the Family
room is a Flex room (with door and closet), which can be used for an office or small bedroom.
Top Floor to bedrooms is up a full flight of stairs, and a large rooftop deck of 415 sqft is accessed
from the end of the Top floor corridor. The Garage level has a Flex Room, with separate exterior
door, through a covered patio.
Type C: west side
The design goal is to lower the proportions and limit overlooks into neighbouring properties.
These two are the smallest units, but still have a habitable floor area of 1734 sqft, plus another 1069
sqft enclosed for the Garage and crawlspace Storage areas. Similar to Type A, the floorplans are
identical, but mirrored.
Main Floor is accessed up front stairs and porch leads to a 9ft high entry foyer. A large, combined
open area contains the Kitchen, Living and Dining area (next to a balcony). Master Bedroom is on
a separate floor (which also has a small bathroom for guests), and is accessed up stairs off the
entry corridor. Off that bedroom is a 65 sqft Flex space which could be a dressing room, or an
office space.
Top Floor is up a half flight of stairs above the Master level and has two Bedrooms, a Flex Room, a
full common Bathroom as well as the Laundry closet. This could be the ‘kids floor' for privacy and
to isolate noise. The Garage level has a few steps up to the Main floor and a half flight down to the
Basement level which contains a very large storage area (with windows) as well as the
mechanical & utility space.
As the site is within the Fraser River Escarpment area, Tier A policy requires the site to be lined so
that stormwater is captured and directed to the drainage main along River Road. The paving on
the central driveway is permeable.
New landscape plantings are emphasized on the perimeters, to maximize groundwater
availability where possible. New planting on the west side, adjacent to the panhandle driveway,
will complement the existing row of Beech trees. Five (5) street trees are being planted on the turf
boulevard between the public sidewalk and street, which will narrow the entrance of the central
driveway.. Lawns surrounding each dwelling will allow residents the future option of additional
floral and shrub planting, or private garden space (in addition to the southern communal planting
areas). The primary gathering area is at the south, most distant from the arterial road, and
adjacent to a quiet sector of the schoolgrounds. The communal garden is also in the south, to
maximize solar gain.
CONTEXT (see appendix for site & surrounding photos)
With the exception of the new, unusually large house adjacent to the west, with Meditteranean &
Colonial influences, the predominant form in the neighbourhood are 1970s bungalows & splits,
primarily white, with light accent shades (e.g. grey). It is expected that as these dwellings become
obsolete, they will be replaced with more modern, contemporary forms, and will have larger
floorspaces than existing.
The site is adjacent to a school which has approximately 19,000 sqm of greenspace as well as a
playground and outdoor sports facilities. The site is also within a block of the Hammond Stadium
grounds and a Golf Course.
The site is very flat, and vacant, a SFD was demolished 8 years ago. Most of the vegetation is on
the perimeter and will be removed. A depth of five metres of the existing parcel will be dedicated
for road RoW purposes, and will create a badly needed public street parking. The adjacent sides
of the site are paved, to the east by a school parking lot, and to the west with a panhandle
driveway. To the south is grassed schoolgrounds.
______________________________________________________________________________________
TheCity
schedule
makingy
ADPsubm
ADPthro
Applicati
Nameof
Filenum
Address
CurrentZ
Seekingt
Architect
Submissi
Architect
Landscap
OtherPro
Note.:Th
developm
takenfro
bulletin,
Major
perth
build
GroupA(Pa
GroupB(Pa
GroupCRes
GroupD&E
GroupF(F1
Adv
ofMapleRid
esforsubmis
yoursubmiss
missionpack
oughyourFil
ionInforma
Applicant
ber
ofsite
Zone
toappearbe
tInformatio
onwillbep
t
peArchitect
ofessional(S
heArchitects
mentstothe
omAIBCBull
clickhere.
Occupancy
hecurrent
ingcodes
art3)
art3)
sidential
E
:Part3)
isoryDes
dgeAdvisory
ssiondeadlin
sion,contact
kageforyou
leManagerw
tion:
_________
_________
_________
_________
eforetheAD
on:
resentedto
_________
_________
StateName
sarerequire
eADPthata
letin31Build
PublicAssem
Hospital,San
Homeforthe
Aged
Institutional
Hotelorsim
Commercial
Industrial
signPane
yDesignPan
nedatesand
tyourFileM
urproject.Fo
wellinadva
__________
__________
__________
___Propose
DPonthisda
ADPby:
__________
__________
&Role)____
edtoprepar
reintheMa
dingsRequir
Use
mbly
natorium,or
e
ilaroccupancy
elSubmis
nel(ADP)me
dforthemin
Managertoe
orwardyour
nceofthed
___________
_____
___________
edZone____
ate________
___________
___________
__________
replansand
ajorOccupan
ringtheServ
Type
services
о anyo
exce
о anyb
exce
о allsc
о anyb
capa
о anyb
о anyb
о anyb
о anyb
о anyb
ssionReq
eetsmonthly
nimumsubm
establishwh
rcompletes
deadlinedate
__________
__________
__________
__________
________
_______
___________
toattenda
ncycategori
vicesofanA
esofBuildingor
sofanarchitect
oneͲstoreybuild
eeding9morgro
buildingofmore
eeding235m²;a
chools,anysize
building(exclud
acityexceeding1
buildingwithgro
buildingcontain
buildingcontain
buildingwithgro
buildingwithgro
uestForm
y. Refertot
missionrequ
atconstitute
ubmissionp
e.
__
__
__
__
__________
ndtopresen
escitedinth
Architect.Fo
rPartsofBuildin
tundersection6
Act.
dingwithanuns
ossareaexceed
ethanonestore
and
ingveterinaryh
12beds
ossareaexceed
ning5ormored
ning11ormoreg
ossareaexceed
ossareaexceed
m
heattached
irements.Be
esacomplet
packagefort
____
ntall
heTablebel
rtheentire
ngrequiringthe
60oftheArchit
supportedspan
ing275m²;
eywithgrossare
ospital)witha
ing470m²
wellingunits
guestrooms
ing470m²
ing470m²
efore
te
the
ow
e
ects
ea
Kevin Key - KeyPlan Development Mgmt
2019-393-RZ
20786 River Road
RS-1 RT-2
March 22, 2023
(Designer) Kirsten Sutton - D3
Paul Whitehead - Greenway
Kevin Key - Development Manager
Appendix C
Appendix D
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.
Appendix E
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
1
Intensive Residential Development Permit Area Guidelines Checklist
Pursuant with Section 8.8 of the Official Community Plan, residential developments in certain
zones of above a certain density 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.
8.8.1 Key Guideline Concepts Describe how this project and the design complies
1.Neighbourhood cohesiveness and
connectivity should be maintained
through the design of varied yet
compatible buildings, in materials used
and in architectural styles, in landscapes
and in recreational areas, and by
facilitating a range of transportation
choices.
2.A vibrant street presence is to be
maintained through a variety of housing
styles, by maintaining street parking and
by directing garage structures and
offstreet parking to the rear of a
property accessible by a lane.
Appendix F
2
Guidelines
8.8.1 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. The existing neighbourhood should,
where appropriate, provide a design
reference for new development to
reinforce neighbourhood stability. Unity,
symmetry, and proportion should be the
guiding principles of any architectural
vernacular.
2. Attention should be paid to general
architectural style and detailing, scale,
finishing materials, character and
materials of facades and roof treatment
and treatment of entranceways.
3. Provide visual variety along streetscapes
by varying individual unit designs. Avoid
significant repetition either within a row
of houses, or between adjacent rows of
houses. Identical designs should not be
repeated within three adjacent
properties.
4. Buildings should front abutting streets.
Main entrances should face the street,
be clearly visible, and be directly
accessed from the public sidewalk.
Entrances should reinforce proximity to
grade level and should avoid two-storey
features.
5. The use of porches or verandas to define
entries and create exterior living space is
encouraged.
6. Building setbacks from roadways will
generally be less than is typical of lower
density residential development. As
much as possible, entries and main living
spaces should be elevated by
approximately 1 meter from the fronting
street grade to ensure privacy can be
maintained.
3
Building Design, Massing and Siting (Con’t)
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.
7. The presence of garage doors along
roadways should be minimized in order
to enhance the pedestrian experience.
Where front facing garage doors are
unavoidable, the impact of garage doors
on the public realm will be mitigated by:
a) designing residential units with
enough width to include attractive
entrances and windows between
garages;
b) recessing garage doors a minimum of
0.6 metres (2 ft.) behind the main
building façade;
c) providing interior spaces that overlook
the street;
d) limiting the width of the garage door
to no more than 50% of the building
width, as seen from the fronting road.
Where severe grade limitation allows
the garage to be located within the
basement level, this maximum width
limitation need not apply; and
e) separating and orienting unit
entrances to the street.
8. Buildings should be designed and located
on a site to:
a) preserve and incorporate natural
features or views;
b) minimize impacts on natural features
and agricultural lands; and
c) accommodate natural grades to
ensure minimal grading is required.
9. Developments adjacent to treed slopes,
ravines and watercourses must respect
natural vegetation, use natural
landscaping to retain soils on the site
and may require additional setbacks as
established by agencies having
jurisdiction. Creeks and ravines are
encouraged to be retained in their
natural state. Buildings and structures
should be integrated into natural slopes
and other significant features.
4
Building Design, Massing and Siting (Con’t)
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.
10. New developments are encouraged to
incorporate Low Impact Development
(LID) techniques into their site planning.
Consider employing 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.
8.8.1 B 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. Recreation space should be provided
within a 2 to 5 minutes walking distance
of a residence. This is equivalent to
desirable maximum distance of 200
meters to an absolute maximum of 400
meters.
2. The design of recreational spaces should
reflect the anticipated needs of the
residential population and should have
sun exposure year-round.
3. Recreation areas should be easily
observed by nearby residences and
should be sited so as to not conflict with
the enjoyment of private outdoor space.
5
Landscaping and Open Space (Con’t)
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.
4. Whenever possible, measures should be
taken to retain existing trees and
vegetation on the development site.
5. Street trees should be required as a
component of all new development.
6. Simplicity in landscape materials is
desirable and should be encouraged for
screening purposes. Landscaping should
provide definition for pedestrian
corridors, delineate private or semi-
private space from public space, and
provide adequate screening for private
outdoor space. The scale and location of
planting material should be consistent
with the scale massing of adjacent
buildings and seek to complement them.
7. Landscaping 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 nonresidential land uses; and
h) create interesting views and focal
points into and out of the site.
6
Landscaping and Open Space (Con’t)
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.
8. 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) The use of native and/or drought-
resistant species;
b) designing the landscaping to moderate
the effect of wind;
c) providing shade in summer;
d) allow daylight into buildings; and
e) allow natural drainage to occur
throughout the site.
8.8.1 C. Safety
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 developments to maximize
opportunities for natural surveillance,
allowing people to easily view what is
happening around them during the
course of everyday activities. Crime
Prevention through Environmental
Design principles and techniques are
encouraged.
8.8.1 D. Fencing
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. Front and exterior side yard landscape
screens or fences are encouraged as a
means of defining public and private
space. Notwithstanding the
requirements of the Zoning Bylaw,
fences in front yards should be reduced
somewhat in height from the maximum
permitted.
7
Fencing
(Con/t)
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.
2. Fences that are adjacent to a street
should be somewhat transparent (such
as a picket type) rather than solid board,
and should be in combination with
landscaping along the street edge.
3. Chain link fences are to be avoided, and
are discouraged along street frontages.
4. Any fencing should be provided in
combination with landscaping on the
street side.
8.8.1 E. Vehicle Access, Parking &
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. On public roads parking is to be
accommodated on streets and to the
rear of residences accessed by a lane,
where possible. Where parking garages
are oriented towards the street, the
garage width should not exceed 50% of
the total building width.
2. On private roads, parking is to be
accommodated within garages/carports
and driveways or discrete parking areas.
Parking garages should not exceed 50%
of the building width nor project
forward. Parking areas should
accommodate alternative uses such as
play areas. This is best achieved with the
use of alternative materials to those
used on roadways. As much as possible
visitor parking or common parking areas
should be several small sites rather than
a few larger sites
8
Vehicle Access, Parking & 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.
3. Public roads and lanes should:
a) provide efficient circulation for service
vehicles and encourage vehicles to
maintain appropriate speed through
physical design.
b) provide sufficient access for
emergency response vehicles to all
buildings on a site.
c) conform to the existing grades as
closely as possible and be aligned to
run parallel to natural contours to
ensure minimal disruption of slopes
and vegetation.
d) encourage pedestrian connections to
adjacent properties.
4. Private Roads should provide efficient
circulation, encourage appropriate
speed through physical design, and
accommodate pedestrian use through
the use of alternative paving materials,
such as patterned concrete or paving
stones, or with grade changes.
5. Parking should be accommodated on-
site within garages or discrete parking
areas and to the rear of residences
accessed by a lane, where possible.
6. Consider the use of permeable parking
pavers or shallow concrete swales with
rolled edges as an alternative treatment
for surface drainage.
9
8.8.1 F. 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. Street lighting is required on public
streets and should be provided for all
private streets within a development.
2. Lighting is to be pedestrian focused and
as such should be located at a maximum
height of 4 meters and at lesser intervals
than standard davit streetlights.
3. Care should be taken to ensure that
lighting does not pose a nuisance to
adjacent residences, pedestrians, or
motorists by way of glare.
8.8.1 G. 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. Whenever possible, pedestrian access
for all areas of a site should be designed
to be accessible to disabled persons.
Careful consideration should be given to
the proximity of pathways to private
space, ensuring sufficient separation to
avoid conflicts.
Project Information
To be completed by the Architect on record for this project:
File Number ________________________
Date prepared: _______________________
Architect ________________________ ___________________________
Print Name Signature
DN
DN
DN
DN
UP
DN
UP
DN
DN
DN
DN
DN
DN
DN
DN
DN
UP
DN
DN
DN
UP
DN
Proposed Driveway
River Road
La
n
e
38.94 m
51
.
7
2
m
40.21 m
19.68 m
41
.
5
3
m
Public Sidewalk
19.84 m 19.93 m
19.95 m
2.00 m
1.34 m
2.09 m
2.15 m
4.59 m
4.
5
0
m
3.00 m
3.00 m
5.
5
0
m
7.05 m
1.02 m
3.01 m
1.03 m
A1
C1
C2
B1
B2
A2
2.54 m
3.02 m
2.55 m
4.53 m
3.02 m
1.21 m
64.90'
19.78 m
64.99'
19.81 m
64.39'
19.63 m
64.70'
19.72 m
64.74'
19.73 m
65.09'
19.84 m
64.54'
19.67 m
64.48'
19.65 m
64.13'
19.55 m
64.66'
19.71 m
64.48'
19.65 m
64.33'
19.61 m
64.90'
19.78 m
64.62'
19.70 m
64.76'
19.74 m
64.53'
19.67 m
64.43'
19.64 m
64.50'
19.66 m
64.97'
19.80 m
64.91'
19.79 m
64.30'
19.60 m
65.24'
19.88 m
65.07'
19.83 m
64.17'
19.56 m
Rotated 0.99° South PL Square
EXISTING ZONING:
UNIT YIELD:6 Residential Units
RS-1
CIVIC ADDRESS:20786 River Road, Maple Ridge
PROPOSED ZONING:RT-2 (Ground Oriented Residential Infill)
NET SITE AREA:19,532ft2 (1,814.6m2)
GROSS SITE AREA:21,711.9ft2 (2,017.1m2)
REQUIRED/ALLOWED
NET DENSITY (FSR)
PRIVATE OUTDOOR AREA
BUILDING AREA:GROSS
NET
PROPOSED
BUILDING SETBACKS: min.
FRONT (River Road)
REAR (SOUTH)
INTERIOR SIDE (WEST)
INTERIOR SIDE (EAST)
BUILDING HEIGHT:
PARKING
0.75 (1,360.9m2 / 14,649ft2)
LOT COVERAGE: max.
RESIDENTIAL (2 PER UNIT)
VISITOR
6.0m
7.5m
2.25m 1.5m
(Less than 40% Wall Length)
45% (816.6m2 / 8,789.4ft2)
8.0m
2 x 6 = 12
Not Required
2.25m 1.5m
(Less than 40% Wall Length)
0.74 (1,350.1m2 / 14,532ft2)
1,519.2m2 (17,127ft2)
4.5m
4.5m, 5.5m
3.0m
36% (658.8m2 / 7,091.4ft2)
A Units: 8.7m
B Units:9.3m
C Units:7.64m
2 x 6 = 12
2
2.0m
1,360.9m2 (14,649 ft2)1,350.1m2 (14,532ft2)
6x45m2 = 270m2 (2906ft2)518m2 (5580ft2)
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
As indicated
20
2
3
-
0
2
-
2
7
1
0
:
4
4
:
3
3
A
M
A1
Site Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
1" = 10'-0"1 Site
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
7
1
0
:
4
4
:
4
4
A
M
A2
Street Elevation
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 Street Elevation
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
20
2
3
-
0
2
-
2
7
1
1
:
4
1
:
0
7
A
M
A3
A1 3D Views
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
KS
KS
No. Description Date
UP
UP DN
DNUP
Range
Refrigerator
DN
UPDN
DN
Storage
16'-9" x 10'-4"
MEC
11'-10" x 6'-10"
2668
24" x 24"
HH7'-0"
SH5'-0"
24" x 24"
HH7'-0"
SH5'-0"
4'
-
3
"
12
'
-
4
"
18'-1"7'-4"13'-2"
38'-7"
8'
-
2
"
8'-
5
"
2'-2"8'-0"7'-9"20'-8"
3'
-
0
"
REC Room
10'-0" x 12'-6"
Garage
20'-0" x 20'-0"
Mud Room
4'-10" x 6'-9"
Bathroom
8'-2" x 5'-0"
Closet
4'-10" x 2'-0"
2668
2668
2668
4068
16
070
24" x 36"
HH7'-0"
SH4'-0"
24" x 36"
HH7'-0"
SH4'-0"
24" x 36"
HH7'-0"
SH4'-0"
24" x 36"
HH7'-0"
SH4'-0"
2668
Patio
7'-0" x 15'-0"
21
'
-
2
"
1'-
9
3
/
8
"
10'-8"5'-11"20'-6"
37'-1"
13
'
-
6
1
/
2
"
5'
-
4
7
/
8
"
4'
-
0
"
18
'
-
1
1
3
/
8
"
R @ 0'-7 23/32"7
R @ 0'-6 27/32"7
7'-0"9'-3"6'-8"21'-2"
15'-11"
15
'
-
0
"
16'-7"
Family Room
20'-6" x 10'-6"
Dining
8'-6" x 7'-3"
Balcony
7'-0" x 15'-0"
Pantry
3'-10" x 3'-7"
Bathroom
5'-0" x 7'-6"Flex/ Guest
Bedroom
9'-0" x 9'-0"
2668
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 46"
HH6'-10"
SH3'-0"
2668
2668 2668
2668
1968
Kitchen
15'-3" x 11'-0"
8'-6"6'-9"7'-10 1/2"13'-3 1/2"
21'-2"15'-11"1'-6"
9'
-
8
"
11
'
-
6
"
1'
-
9
3
/
8
"
21
'
-
2
"
7'-0"16'-7"20'-6"
37'-1"
18
'
-
1
1
3
/
8
"
15
'
-
0
"
Laundry
Closet
38'-7"
2'-2"WIC
8'-1" X 5'-3"
Bedroom 1
14'-9" x 8'-10"
Cl
o
s
e
t
2'
-
0
"
X
5
'
-
6
"
Bathroom
5'-0"X 8'-10"
Ensuite
9'-7" x 6'-11"
Bedroom 2
11'-7" X 10'-7"
Cl
o
s
e
t
2'-
0
"
X
7
"
-
3
'
Principal Bedroom
11'-4" x 12'-0"
2668 2668
2668
2668
30" x 46"
HH7'-0"
SH3'-2"
30" x 46"
HH7'-0"
SH3'-2"
24" x 24"
HH6'-8"
SH4'-8"
30" x 46"
HH7'-0"
SH3'-2"
30" x 46"
HH7'-0"
SH3'-2"
30" x 46"
HH7'-0"
SH3'-2"
30" x 46"
HH7'-0"
SH3'-2"
5068
4068
2668
9'-
6
"
11
'
-
8
"
1'
-
9
3
/
8
"
21
'
-
2
"
12'-0 1/2"4'-6 1/2"5'-6"2'-4 1/2"12'-7 1/2"
4'-
0
"
5'
-
1
1
"
13
'
-
0
3
/
8
"
18
'
-
1
1
3
/
8
"
8'-6"7'-5"5'-4 1/2"2'-4 1/2"13'-5"
28'-7"
16'-7"20'-6"
37'-1"
R @ 0'-7 1/2"16
V a u lt e d
2668
2668
Living Room
16'-10" x 11'-0"
Office
8'-6" x 7'-0"
Closet
2'-11" x 2'-0"
5868
66" x 96"
HH10'-0"
SH2'-0"
66" x 96"
HH10'-0"
SH2'-0"
66" x 96"
HH10'-0"
SH2'-0"
66" x 96"
HH10'-0"
SH2'-0"
R @ 0'-6 27/32"7 R @ 0'-7 1/2"8
12
'
-
4
"
1'-
6
"
11'-1"
18'-1"7'-4"13'-2"
4'-0"9'-2"
8'
-
2
"
R @ 0'-6 27/32"7
Entry Porch
7'-6" x 7'-0"
3'
-
0
"
11'-6"9'-2"
20'-8"
6'-8"
2'-2"8'-2 1/2"7'-6 1/2"
38'-7"
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
8
3
:
4
1
:
5
6
P
M
A4
A1, Floor Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
KS
KS
No. Description Date
3/16" = 1'-0"1 A1-Storage
3/16" = 1'-0"2 A1-Garage/Basement
3/16" = 1'-0"4 A1-Main Floor
3/16" = 1'-0"5 A1-Upper Floor
3/16" = 1'-0"3 A1-Entry/Living
DN UP
UP DN
DN
290 SF
Storage 105 SF
MEC
MEC : 105 SF
Storage : 290 SF
409 SF
Entry Floor
44 SF
Entry Porch
Entry Porch : 44SF
Entry Floor : 409 SF
438 SF
Garage
307 SF
Basement
Garage : 438 SF
Balcony : 105 SF
Basement : 307 SF
105 SF
Balcony
751 SF
Main Floor
105 SF
Balcony
Balcony : 105 SF
Main Floor : 751 SF
W/D
781 SF
Upper Floor
Upper Floor : 781 SF
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
7
1
1
:
4
1
:
0
8
A
M
A5
A1, Area Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
KS
KS
No. Description Date
3/16" = 1'-0"1 A1-Storage
3/16" = 1'-0"3 A1-Entry/Living
3/16" = 1'-0"2 A1-Garage/Basement
3/16" = 1'-0"4 A1-Main Floor
3/16" = 1'-0"5 A1-Upper Floor
Total :
Garage + MEC/Storage : 833 SF
Covered Porch : 44 SF
Balcony : 210 SF
Floor Space : 2,248 SF
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A1, Roof Peak
30.81 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
C.
H
.
2.
4
4
m
C.H.
2.74 m
C.H.
2.44 m
Type-A, Garage Ceiling
22.07 m
Line of Building
Below Grade
A1 Underside of Truss : 27.64 m
A1, Midpoint
29.22 m
A1, Average Grade
19.72 m
A1 Building Height : 9.50 m
C.H.
2.44 m
1.52 m
1.22 m
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A1, Roof Peak
30.81 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A1, Midpoint
29.22 m
A1, Average Grade
19.72 m
A1 Underside of Truss : 27.64 m
C.H.
2.44 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
A1 Building Height : 9.50 m
Line of
Building
Below Grade
1.52 m
1.22 m
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A1, Roof Peak
30.81 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A1, Midpoint
29.22 m
A1, Average Grade
19.72 mC.H.
2.44 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
A1 Building Height : 9.50 m
A1 Underside of Truss : 27.64 m
1.52 m
1.22 m
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A1, Roof Peak
30.81 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A1, Midpoint
29.22 m
A1, Average Grade
19.72 m
A1 Underside of Truss : 27.64 m
C.H.
2.44 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
A1 Building Height : 9.50 m
Line of Building
Below Grade 1.52 m
1.22 m
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
2023-02-27 10:44:47 AM
A6
A1 Elevation
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 A1, Front Elevation
3/16" = 1'-0"2 A1, Left Elevation
3/16" = 1'-0"3 A1, Rear Elevation
3/16" = 1'-0"4 A1, Right Elevation
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
20
2
3
-
0
2
-
2
7
1
1
:
4
1
:
5
7
A
M
A7
A2, 3D Views
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
KS
Checker
No. Description Date
UP
UPDN
DN
Refrigerator
Range
Washer
Dryer
UP DN
DN
DN
UP
MEC
11'-10" x 6'-10"
Storage
16'-9" x 10'-4"
2668
13'-2"7'-4"18'-1"
38'-7"
12
'
-
4
"
4'
-
3
"
8'
-
2
"
8'
-
5
"
R @ 0'-7 23/32"7
20'-8"7'-9"8'-0"2'-2"
3'
-
0
"
Garage
20'-0" x 20'-0"
Mud Room
4'-10" x 6'-9"
Closet
4'-10" x 2'-0"
REC Room
10'-0" x 12'-6"
Bathroom
8'-2" x 5'-0"
16
070
2668
4068
57" x 60"
HH8'-0"
SH3'-0"
2668
2668
24" x 24"
HH5'-0"
SH3'-0"
24" x 24"
HH5'-0"
SH3'-0"
Patio
7'-0" x 15'-0"
1'-
9
3
/
8
"
21
'
-
2
"
20'-6"5'-11"10'-8"
37'-1"
R @ 0'-6 27/32"7
R @ 0'-7 23/32"7
18
'
-
1
1
3
/
8
"
21'-2"6'-8"9'-3"7'-0"
2668
4'
-
0
"
5'-
4
7
/
8
"
13
'
-
6
1
/
2
"
15'-11"
16'-7"
15
'
-
0
"
Kitchen
15'-3" x 11'-0"
Dining
8'-6" x 7'-3"
Balcony
7'-0" x 15'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
2668
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 46"
HH6'-10"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
30" x 60"
HH8'-0"
SH3'-0"
Flex / Guest
Bedroom
9'-0" x 9'-0"
Pantry
3'-10" x 3'-7"
Bathroom
7'-6" x 5'-0"
2668
2668 2668
1968
2668
Family Room
20'-6" x 10'-6"
21'-2"15'-11"1'-6"
13'-3 1/2"7'-10 1/2"6'-9"8'-6"
9'
-
8
"
11
'
-
6
"
1'
-
9
3
/
8
"
21
'
-
2
"
20'-6"16'-7"7'-0"
37'-1"
15
'
-
0
"
18
'
-
1
1
3
/
8
"
38'-7"
2'-2"
Prinicpal Bedroom
11'-4" x 12'-0"
30" x 54"
HH6'-8"
SH2'-2"
30" x 54"
HH6'-8"
SH2'-2"
30" x 36"
HH6'-8"
SH3'-8"
30" x 36"
HH6'-8"
SH3'-8"
30" x 54"
HH7'-8"
SH3'-2"
30" x 54"
HH7'-8"
SH3'-2"
30" x 54"
HH7'-8"
SH3'-2"
30" x 46"
HH7'-0"
SH3'-2"
30" x 46"
HH7'-0"
SH3'-2"
2668
4068
5068
2668
WIC
8'-1" x 5'-3"
Bedroom 1
14'-9" x 8'-10"
Bedroom 2
11'-7" x 10'-7"
Ensuite
9'-7" x 6'-11"
Bathroom
5'-0" x 8'-10"
2668
2668
Cl
o
s
e
t
2'-
0
"
x
5
'
-
6
"
Cl
o
s
e
t
2'-
0
"
x
7
'
-
3
"
30" x 46"
HH6'-0"
SH2'-2"
13'-5"2'-4 1/2"5'-4 1/2"7'-5"8'-6"
13
'
-
0
3
/
8
"
5'
-
1
1
"
4'-
0
"
18
'
-
1
1
3
/
8
"
12'-7 1/2"2'-4 1/2"5'-6"4'-6 1/2"12'-0 1/2"
9'
-
6
"
11
'
-
8
"
1'
-
9
3
/
8
"
21
'
-
2
"
20'-6"16'-7"
28'-7"
37'-1"
R @ 0'-7 1/2"16
Office
8'-6" x 7'-0"
Closet
2'-11" x 2'-0"
Living Room
16'-10" x 11'-0"2668
1968
5868
30" x 84"
HH7'-10 5/8"
SH0'-10 5/8"
42" x 84"
HH7'-10 5/8"
SH0'-10 5/8"
30" x 84"
HH7'-10 5/8"
SH0'-10 5/8"30" x 60"
HH6'-8"
SH1'-8"
30" x 60"
HH6'-8"
SH1'-8"
57" x 60"
HH6'-8"
SH1'-8"
66" x 96"
HH8'-10 5/8"
SH0'-10 5/8"
R @ 0'-6 27/32"7
Entry Porch
7'-6" x 7'-0"
9'-2"4'-0"
8'
-
2
"
12
'
-
4
"
V a u lt e d
R @ 0'-6 27/32"7
R @ 0'-7 1/2"8
13'-2"7'-4"18'-1"
9'-2"11'-6"
20'-8"
6'-8"
7'-6 1/2"8'-2 1/2"2'-2"
3'
-
0
"
38'-7"
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
8
3
:
4
5
:
5
0
P
M
A8
A2, Floor Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 A2-Storage
3/16" = 1'-0"2 A2-Garage/Basement
3/16" = 1'-0"4 A2-Main Floor
3/16" = 1'-0"5 A2-Upper Floor
3/16" = 1'-0"3 A2-Entry/Living
290 SF
Storage
105 SF
MEC
MEC : 105 SF
Storage : 290 SF
391 SF
Entry Floor
44 SF
Entry Porch
Entry Porch : 44SF
Entry Floor : 391 SF
438 SF
Garage
307 SF
Garage Floor
Garage : 438 SF
Balcony : 105 SF
Garage Floor : 307 SF
105 SF
Balcony
751 SF
Main Floor
105 SF
Balcony
Balcony : 105 SF
Main Floor : 751 SF
781 SF
Upper Floor
Upper Floor : 781 SF
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
7
1
1
:
4
1
:
5
9
A
M
A9
A2, Area Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min Kim
Checker
No. Description Date
3/16" = 1'-0"1 A2, Storage
3/16" = 1'-0"3 A2-Entry/Living
3/16" = 1'-0"2 A2-Garage & Basement
3/16" = 1'-0"4 A2-Main Floor
3/16" = 1'-0"5 A2-Upper Floor
Total :
Garage + Storage/MEC : 833 SF
Covered Porch : 44 SF
Balcony : 210 SF
Floor Space : 2,230 SF
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A2, Roof Peak
29.13 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A2, Average Grade
19.72 m
A2 Underside of Truss : 27.58 m
A2, Midpoint
28.35 m
C.
H
.
2.
4
4
m
C.
H
.
2.
4
4
m
C.H.
2.74 m
C.H.
2.44 m
A2 Building Height : 8.63 m
Line of Building
Below Grade
1.52 m
1.22 m
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A2, Roof Peak
29.13 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A2, Average Grade
19.72 m
A2, Midpoint
28.35 m
A2 Underside of Truss : 27.58 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.44 m
A2 Building Height : 8.63 m
Line of Building
Below Grade
1.22 m
1.22 m
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A2, Roof Peak
29.13 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A2, Average Grade
19.72 m
A2, Midpoint
28.35 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.44 m
A2 Underside of Truss : 27.58 m
A2 Building Height : 8.63 m
1.52 m
1.22 m
Type-A, Entry
20.85 m
Type-A, Main Floor
22.37 m
Type-A, Garage
19.63 m
Type -A, Basement
18.10 m
Type-A, Upper Floor
25.42 m
A2, Roof Peak
29.13 m
Type-A, Basement Ceiling
20.54 m
Type-A, Main Floor Ceiling
25.11 m
Type-A, Upper Floor Ceiling
27.86 m
Type-A, Garage Ceiling
22.07 m
A2, Average Grade
19.72 m
A2, Midpoint
28.35 m
Line of Building
Below Grade C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.44 m
A2 Building Height : 8.63 m
A2 Underside of Truss : 27.58 m
1.52 m
1.22 m
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
2023-02-27 12:06:45 PM
A10
A2 Elevation
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 A2, Front Elevation
3/16" = 1'-0"2 A2, Left Elevation
3/16" = 1'-0"3 A2, Rear Elevation
3/16" = 1'-0"4 A2, Right Elevation
Asphalt Shingles
(Typ. All Roofs)
1X6 Wood Trim
Around Windows &
Doors
1X10 Hardie
Waterboard at
Enterance Floor
Joins
1X8 Wood Trim on
1X12 Wood Fascia
(Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
9" Wood Shakes
at Roof Accents
8X8 Wood Posts
at Balcony
Support
Aluminum
Guardrail
(Typ. Railings)
8X8 Wood Posts
with Bottom Pillar at
Entrance Support
9" Wood Shakes
at Bumpout
Asphalt Shingles
(Typ. All Roofs)
1X6 Wood Trim
Around Windows &
Doors
1X10 Hardie
Waterboard at
Enterance Floor Joins
1X8 Wood Trim on
1X12 Wood Fascia
(Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
Hardie Board & Batten
at Roof Accents
8X8 Wood Posts
with Bottom Fillar at
Entrance Support
Aluminum
Guardrail
(Typ. Railings)
8X8 Wood Posts
at Balcony
Support
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
1/4" = 1'-0"
2023-02-27 10:44:52 AM
A11
Type-A Materials
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
1/4" = 1'-0"1 A1, Front Elevation with Materials
1/4" = 1'-0"2 A2, Front Elevation with Materials
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
20
2
3
-
0
2
-
2
8
2
:
3
7
:
3
7
P
M
A12
Type B 3D Views
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
KS
Checker
No. Description Date
UP
UP
DN
DN
DN UP
UP
DN
UP
DN
Garage
20'-0" x 21'-0"
Bathroom
7'-8" x 5'-0"
Basement Balcony
6'-11" x 13'-8"MEC
5'-7" x 6'-3"
Rec Room
13'-1" x 16'-7"
36" x 48"
HH7' -0"
SH3' -0"
2680 2680
3068
2668
3068
2668
57" x 72"
HH7' -0"
SH1' -0"
57" x 72"
HH7' -0"
SH1' -0"
Closet
5'-6" x 2'-0"
Patio
6'-1" x 14'-11"
16
070
7'
-
7
"
22
'
-
4
"
20' - 8"6' - 2 3/4"6' - 8"6' - 11"
12
'
-
0
"
17
'
-
1
1
"
29
'
-
1
1
"
R @ 0' -6 27/32"7
3068
2668
7' - 7 1/2"17' - 2 1/2"14' - 1 1/2"
31' - 4"
13
'
-
8
1
/
4
"
5' - 4 3/4"
33' - 6 3/4"Typ. Glass Railing for Type B Unit Safety Railing,
Ref. to A16 for Details
Entry Porch
4'-0" x 7'-7"
Entry
5'-0" x 6'-11"
24" x 60"
HH10' -9"
SH5' -9"
3068
R @ 0' -7 23/32"7
3' - 7 1/2"4' - 0"5' - 8"
7'
-
7
"
22
'
-
4
"
R @ 0' -7 1/2"8
R @ 0' -6 27/32"7
7' - 7 1/2"31' - 4"
Family Room
13'-4" x 11'-0"
Office/Flex
9'-0" x 9'-7"
DINING
8'-9" x 12'-2"
LIVING
17'-1" x 16'-4"
PWD
6'-4" x 5'-0"
Kitchen
9'-8" x 12'-2"Main Balcony
6'-11" x 13'-10"
Pantry
4'-0" x 6'-0"
64" x 24"
HH4' -0 11/16"
SH2' -0 11/16"
57" x 60"
HH8' -0"
SH3' -0"
30" x 46"
HH8' -0"
SH4' -2"
30" x 46"
HH8' -0"
SH4' -2"
2468
2468
36" x 48"
HH8' -0"
SH4' -0"
57" x 72"
HH8' -0"
SH2' -0"
57" x 72"
HH8' -0"
SH2' -0"
57" x 72"
HH8' -0"
SH2' -0"
Closet
R @ 0' -7 1/2"16
9' - 8 1/4"4' - 4 1/2"19' - 6"6' - 11"
3068
2668
2668
7'
-
7
"
12
'
-
0
1
/
2
"
10
'
-
3
1
/
2
"
22
'
-
4
"
9'
-
2
"
12
'
-
0
"
17
'
-
1
1
"
29
'
-
1
1
"
13
'
-
8
1
/
4
"
4' - 0"31' - 4"
R @ 0' -7 1/2"8
1' - 2"7' - 7 1/2"
33' - 6 3/4"
5' - 4 3/4"
Typ. Glass Railing for Type B Unit Safety Railing,
Ref. to A16 for Details
Principal Bedroom
13'-5" x 11'-0"
Bedroom 2
10'-0" x 13'-5"
Bathroom
5'-0" x 10'-0"
Bedroom 1
14'-0" x 10'-0"
Laundry
5'-0" x 6'-8"
WTC
5'-0" x 9'-7"
Ensuite
8'-0" x 9'-7"
30" x 46"
HH6' -8"
SH2' -10"
30" x 46"
HH6' -8"
SH2' -10"
57" x 60"
HH6' -8"
SH1' -8"
36" x 65"
HH9' -9 1/2"
SH4' -4 1/2"
36" x 48"
HH6' -8"
SH2' -8"
36" x 48"
HH6' -8"
SH2' -8"
48" x 52"
HH6' -8"
SH2' -4"
48" x 52"
HH6' -8"
SH2' -4"
34' - 6 1/2"
8' - 8 1/2"5' - 4 1/2"5' - 4 1/2"15' - 1"
22
'
-
4
"
10
'
-
3
1
/
2
"
12
'
-
0
1
/
2
"
9'
-
2
"
26' - 11"
1' - 2"7' - 7 1/2"15' - 10 1/2"11' - 0 1/2"
10
'
-
8
"
2'
-
4
1
/
2
"
2'
-
4
1
/
2
"
14
'
-
6
"
29
'
-
1
1
"
2668
2668
2668
2680
2668
2668 2680 2680
26802680
2680
Closet
Closet
R @ 0' -7 23/32"14
R @ 0' -7 1/2"16
Roof Deck
14'-1" x 28'-7"
Roof Deck
Landing
5'-10" x 6'-9"
24" x 36"
HH5' -6"
SH2' -6"
29
'
-
1
1
"
15' - 4"
2668
R @ 0' -7 23/32"14
8'
-
1
1
/
2
"
Wall/Floor Line
Roof Overhang Line
Typ. Glass Railing for Type B Unit Safety Railing,
Ref. to A16 for Details
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
8
3
:
3
7
:
5
3
P
M
A13
Type B Floor Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
KS
Checker
No. Description Date
3/16" = 1'-0"1 Type-B Basement
3/16" = 1'-0"2 Type-B Entry
3/16" = 1'-0"3 Type-B Main Floor
3/16" = 1'-0"4 Type-B Upper Floor
3/16" = 1'-0"5 Type-B Roof Deck
UP
UP
UP
DN
UP
DN
UP
468 SF
Garage
468 SF
Basement
95 SF
Balcony
43 SF
Crawlspace
MEC/Storage : 63 SF
Crawlspace : 43 SF
Garage : 468 SF
Balcony : 95 SF
Balcony : 96 SF
Basement : 468 SF
63 SF
MEC/Storage
96 SF
Balcony
1054 SF
MAIN FLOOR
95 SF
Main Floor Balcony
Main Floor Balcony : 95 SF
Main Floor : 1,054 SF
30 SF
Entry Porch
84 SF
Entry
Entry Porch : 30 SF
Entry : 84 SF
986 SF
UPPER FLOOR
Upper Floor : 986 SF
411 SF
Roof Deck
122 SF
Enterance
Roof Deck : 411 SF
Enterance : 122 SF
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
As indicated
20
2
3
-
0
2
-
2
8
2
:
3
7
:
3
9
P
M
A14
Type B Area Plan
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 Type-B Basement & Garage
3/16" = 1'-0"3 Type-B Main Floor
3/16" = 1'-0"2 Type-B Entry
3/16" = 1'-0"4 Type-B Upper Floor Total :
Garage + Storage/Crawlspace : 574 SF
Covered Porch : 30 SF
Balcony: 286 SF
Roof Deck : 411 SF
Floor Space : 2,714 SF
1/8" = 1'-0"5 Type-B Roof Deck
Type-B, Basement
19.78 m
Type-B, Entry
21.00 m
Type-B, Main Floor
22.52 m
Type-B, Upper Floor
25.57 m
Type-B, Rooftop Deck
28.32 m
Type-B, Roof Peak
31.14 m
1.
5
2
m
1.
2
2
m
Type-B, Upper Floor Ceiling
28.01 m
Type-B, Main Floor Ceiling
25.27 m
Type-B, Basement Ceiling
22.22 m
C.
H
.
2.
4
4
m
C.H.
2.74 m
C.H.
2.44 m
Type-B, Midpoint
30.74 m
B1 Average Grade
19.73 m
B2 Average Grade
19.72 m
Type-B, Rooftop Deck Ceiling
30.45 m
C.H.
2.13 m
B2 Building Height : 11.02 m
B1 Building Height : 11.01 m
Type-B Underside of Truss : 30.35 m
Type-B, Basement
19.78 m
Type-B, Entry
21.00 m
Type-B, Main Floor
22.52 m
Type-B, Upper Floor
25.57 m
Type-B, Rooftop Deck
28.32 m
Type-B, Roof Peak
31.14 m
Type-B, Upper Floor Ceiling
28.01 m
Type-B, Main Floor Ceiling
25.27 m
Type-B, Basement Ceiling
22.22 m
Type-B, Midpoint
30.74 m
B1 Average Grade
19.73 m
B2 Average Grade
19.72 m
Type-B, Rooftop Deck Ceiling
30.45 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.13 m
B2 Building Height : 11.02 m
B1 Building Height : 11.01 m
1.22 m
1.52 m
Type-B Underside of Truss : 30.35 m
Type-B, Basement
19.78 m
Type-B, Entry
21.00 m
Type-B, Main Floor
22.52 m
Type-B, Upper Floor
25.57 m
Type-B, Rooftop Deck
28.32 m
Type-B, Roof Peak
31.14 m
Type-B, Upper Floor Ceiling
28.01 m
Type-B, Main Floor Ceiling
25.27 m
Type-B, Basement Ceiling
22.22 m
Type-B, Midpoint
30.74 m
B1 Average Grade
19.73 m
B2 Average Grade
19.72 m
Type-B, Rooftop Deck Ceiling
30.45 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.13 m
B1 Building Height : 11.01 m
B2 Building Height : 11.02 m
1.52 m
1.22 m
Type-B Underside of Truss : 30.35 m
Type-B, Basement
19.78 m
Type-B, Entry
21.00 m
Type-B, Main Floor
22.52 m
Type-B, Upper Floor
25.57 m
Type-B, Rooftop Deck
28.32 m
Type-B, Roof Peak
31.14 m
Type-B, Upper Floor Ceiling
28.01 m
Type-B, Main Floor Ceiling
25.27 m
Type-B, Basement Ceiling
22.22 m
Type-B, Midpoint
30.74 m
B1 Average Grade
19.73 m
B2 Average Grade
19.72 m
Type-B, Rooftop Deck Ceiling
30.45 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.13 m
B2 Building Height : 11.02 m
B1 Building Height : 11.01 m
1.52 m
1.22 m
Type-B Underside of Truss : 30.35 m
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
2023-02-28 3:02:29 PM
A15
Type-B Elevation
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 Type-B, Front Elevation
3/16" = 1'-0"2 Type-B, Left Elevation
3/16" = 1'-0"3 Type-B, Rear Elevation 3/16" = 1'-0"4 Type-B, Right Elevation
Asphalt Shingles
(Typ. All Roofs)
1X6 Wood Trim
Around Windows &
Doors
1X10 Hardie
Waterboard at
Enterance Floor
Joins
1X8 Wood Trim on
1X12 Wood Fascia
(Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
9" Wood Shakes at
Bumpout
6X6 Wood Posts
at Enterance
Support
Glass Railing
(Typ. Type-B
Safety Railings)
4X4 Wood Posts
at Rear Support
Hardie Board and Batten
at Roof Accents
9" Wood Shakes at
Garage Front and
Entrance Bottom
Asphalt Shingles
(Typ. All Roofs)
1X6 Wood Trim
Around Windows &
Doors
1X10 Hardie
Waterboard at
Enterance Floor
Joins
1X8 Wood Trim on
1X12 Wood Fascia
(Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
9" Wood Shakes at
Bumpout
6X6 Wood Posts
at Enterance
Support
Glass Railing
(Typ. Type-B
Safety Railings)
4X4 Wood Posts
at Rear Support
9" Wood Shakes with
Bottom Hardie Waterboard
at Roof Accents
9" Wood Shakes at
Garage Front and
Entrance Bottom
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
1/4" = 1'-0"
2023-02-28 3:02:30 PM
A16
Type-B Materials
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 28, 2023
Min
Checker
No. Description Date
1/4" = 1'-0"1 B1, Front Elevation with Materials
1/4" = 1'-0"2 B2, Front Elevation with Materials
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
20
2
3
-
0
2
-
2
7
1
1
:
4
6
:
3
3
A
M
A17
Type C 3D Views
1599
20786 River Rd, Maple Ridge
Golden Ridge
Properties
Oct 27th, 2022
Min
Checker
No. Description Date
UP
DN
DN
UP
DN
DN DN
UP
DN
DN
Garage
19'-8" x 20'-0"
Storage
19'-5" x 27'-0"
Mech
11'-10" x 6'-8"
36" x 48"
HH7' -0"
SH3' -0"
24" x 24"
HH2' -4 1/4"
SH0' -4 1/4"
24" x 24"
HH2' -4 1/4"
SH0' -4 1/4"
24" x 24"
HH2' -4 1/4"
SH0' -4 1/4"
3068
3068
3068
16
070
R @ 0' -6 27/32"7
R @ 0' -7 1/2"8
24' - 4 3/4"21' - 5 3/8"
20
'
-
4
"
3'
-
8
1
/
8
"
19' - 8 3/4"4' - 0"
5'
-
3
"
14
'
-
9
"
7'
-
4
"
21
'
-
4
"
7'
-
8
"
4'
-
8
"
33
'
-
8
"
7' - 6 1/4"12' - 11"3' - 11 1/4"21' - 5 5/8"
29
'
-
0
"
16' - 10 1/4"
45' - 10 1/8"
Kitchen
9'-9" x 13'-5"
Dining
10'-7" x 13'-5"
Living Room
20'-1" x 18'-11"
Entry Corridor
16 -6" x 3'-8"
Balcony
6'-6" x 19'-3"
Entry Porch
4'-2" x 7'-8"
Storage
3'-5" x 2'-2"
Pantry
3'-4" x 1'-10"
48" x 66"
HH7' -6"
SH2' -0"
48" x 66"
HH7' -6"
SH2' -0"
48" x 66"
HH7' -6"
SH2' -0"
48" x 66"
HH7' -6"
SH2' -0"
24" x 60"
HH6' -8"
SH1' -8"
3068
2668
5068
Patio
6'-7" x 14'-0"
20' - 8"4' - 1"21' - 1 1/8"
45' - 10 1/8"
48" x 66"
HH7' -6"
SH2' -0"
R @ 0' -7 1/2"8
R @ 0' -7 23/32"7
33
'
-
8
"
14
'
-
5
"
19
'
-
3
"
7' - 6 1/4"16' - 10 1/4"21' - 5 5/8"6' - 6 1/4"
R @ 0' -7 23/32"7
4'
-
8
"
7'
-
8
"
21
'
-
4
"
29
'
-
0
"
4' - 2"
Ensuite
8'-10" x 8'-5"
WTC/Flex
6'-7" x 8'-5"
Powder
3'-9" x 6'-9"
Master Bedroom
13'-5" x 11'-2"48" x 66"
HH8' -0"
SH2' -6"
48" x 66"
HH8' -0"
SH2' -6"
36" x 48"
HH8' -0"
SH4' -0"
2668
2668
2668
Closet
2'-0" x 6'-11"
2668
R @ 0' -7 1/2"8
R @ 0' -7 1/2"8
9'
-
1
1
/
2
"
12
'
-
2
1
/
2
"
21
'
-
4
"
9' - 6"7' - 4 1/2"7' - 10 1/2"
16' - 10 1/2"
2668
2668
7'
-
6
1
/
2
"
4' - 2"
Bedroom 1
9'-9" x 10'-10"
Bedroom 3
9'-10" x 12'-10"
W/D
3'-8" x 3'-6"
Bathroom
8'-6" x 5'-0"Cl
o
s
e
t
2'
-
0
"
x
5
'
-
0
"
Flex
6'-10" x 10'-10"
Bedroom 2
9'-10" x 12'-6"
48" x 52"
HH6' -8"
SH2' -4"
48" x 52"
HH6' -8"
SH2' -4"
48" x 52"
HH6' -8"
SH2' -4"
48" x 52"
HH6' -8"
SH2' -4"
48" x 52"
HH6' -8"
SH2' -4"
48" x 52"
HH6' -8"
SH2' -4"
Room
5'-4" x 2'-0"
Room
5'-4" x 2'-0"
26682668
2668 2668
40684068
2668
2668
2068
20685'
-
0
"
9'
-
3
1
/
2
"
18
'
-
8
1
/
2
"
8' - 10 1/2"2' - 4 1/2"10' - 2 1/8"7' - 11"
29' - 4 1/8"
11
'
-
6
"
8'
-
2
3
/
4
"
13
'
-
1
1
1
/
4
"
33
'
-
8
"
7' - 10 1/2"10' - 6 5/8"10' - 11"
21' - 5 5/8"
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
7
1
1
:
4
6
:
3
4
A
M
A18
Type C Floor Plans
1599
20786 River Rd, Maple Ridge
Golden Ridge
Properties
Oct 27th, 2022
Min
Checker
3/16" = 1'-0"1 Type - C Garage/Storage
3/16" = 1'-0"2 Type - C Main Floor
3/16" = 1'-0"3 Type - C MBR Floor
3/16" = 1'-0"4 Type - C Upper Floor
No. Description Date
UP
DN
UP
DN
DN
UP
DN
467 SF
Garage
100 SF
Crawlspace/MEC
742 SF
Storage
Garage : 467 SF
Crawlspcae (MEC) : 100 SF
Garage Entry : 63 SF
Storage : 742 SF
63 SF
Garage Entry 935 SF
Main Floor
32 SF
Entry Porch
126 SF
Balcony
Entry Porch : 32 SF
Balcony : 126 SF
Balcony : 94 SF
Main Floor : 935 SF
94 SF
Balcony
465 SF
Main Bedroom Floor
Main Bedroom Floor : 465 SF
842 SF
Upper Floor
Upper Floor : 842 SF
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
20
2
3
-
0
2
-
2
7
1
1
:
4
6
:
3
4
A
M
A19
Type C Area Plan
1599
20786 River Rd, Maple Ridge
Golden Ridge
Properties
Oct 27th, 2022
Min
Checker
No. Description Date
3/16" = 1'-0"1 Type - C Garage/Storage
3/16" = 1'-0"2 Type - C Main Floor
3/16" = 1'-0"3 Type - C MBR Floor
3/16" = 1'-0"4 Type - C Upper Floor
Garage + Crawlspace / Storage : 1,309 SF
Covered Porch : 32 SF
Balcony : 220 SF
Floor Space : 2,305 SF
Type -C, Main Floor
21.00 m
Type-C, Upper Floor
24.05 m
Type-C, Basement
18.26 m
Type-C, Upper Floor Ceiling
26.49 m
Type-C, MBR Floor
22.52 m
Type-C, Garage
19.78 m
Type-C, Roof Peak
28.36 m
C.H.
2.44 m
Type-C, Main Floor Ceiling
23.74 m
Type-C, Garage Ceiling
22.22 m
Type-C, MBR Floor Ceiling
25.27 m
Type-C, Basement Ceiling
20.70 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
Type-C Underside of Truss : 26.16 m Type-C, Midpoint
27.26 m
C2, Average Grade
19.72 m
C1 Average Grade
19.63 m
C1 Building Height : 7.63 m
C2 Building Height : 7.54 m
Line of Building
Below Grade
Type -C, Main Floor
21.00 m
Type-C, Upper Floor
24.05 m
Type-C, Basement
18.26 m
Type-C, Upper Floor Ceiling
26.49 m
Type-C, MBR Floor
22.52 m
Type-C, Garage
19.78 m
Type-C, Roof Peak
28.36 m
Type-C, Main Floor Ceiling
23.74 m
Type-C, Garage Ceiling
22.22 m
Type-C, MBR Floor Ceiling
25.27 m
Type-C, Basement Ceiling
20.70 m
Type-C Underside of Truss : 26.16 m Type-C, Midpoint
27.26 m
C2, Average Grade
19.72 m
C1 Average Grade
19.63 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.44 m
C.H.
2.74 m
C1 Building Height : 7.63 m
C2 Building Height : 7.54 m
Line of Building
Below Grade
Type -C, Main Floor
21.00 m
Type-C, Upper Floor
24.05 m
Type-C, Basement
18.26 m
Type-C, Upper Floor Ceiling
26.49 m
Type-C, MBR Floor
22.52 m
Type-C, Garage
19.78 m
Type-C, Roof Peak
28.36 m
Type-C, Main Floor Ceiling
23.74 m
Type-C, Garage Ceiling
22.22 m
Type-C, MBR Floor Ceiling
25.27 m
Type-C, Basement Ceiling
20.70 m
Type-C Underside of Truss : 26.16 m Type-C, Midpoint
27.26 m
C2, Average Grade
19.72 m
C1 Average Grade
19.63 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.44 m
C.H.
2.74 m
C1 Building Height : 7.63 m
C2 Building Height : 7.54 m
Line of Building
Below Grade
Type -C, Main Floor
21.00 m
Type-C, Upper Floor
24.05 m
Type-C, Basement
18.26 m
Type-C, Upper Floor Ceiling
26.49 m
Type-C, MBR Floor
22.52 m
Type-C, Garage
19.78 m
Type-C, Roof Peak
28.36 m
Type-C, Main Floor Ceiling
23.74 m
Type-C, Garage Ceiling
22.22 m
Type-C, MBR Floor Ceiling
25.27 m
Type-C, Basement Ceiling
20.70 m
Type-C Underside of Truss : 26.16 m
Type-C, Midpoint
27.26 m
C2, Average Grade
19.72 m
C1 Average Grade
19.63 m
C.H.
2.44 m
C.H.
2.74 m
C.H.
2.44 m
C.H.
2.44 m
C.H.
2.74 m
C2 Building Height : 7.54 m
C1 Building Height : 7.63 m
Line of Building
Below Grade
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
3/16" = 1'-0"
2023-02-27 10:44:59 AM
A20
Type-C Elevation
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
3/16" = 1'-0"1 Type-C, Front Elevation
3/16" = 1'-0"2 Type-C, Left Elevation
3/16" = 1'-0"3 Type-C, Rear Elevation
3/16" = 1'-0"4 Type-C, Right Elevation
Asphalt Shingles
(Typ. All Roofs)
1X6 Wood Trim Around
Windows & Doors
1X10 Hardie
Waterboard at
Enterance Floor
Joins
1X8 Wood Trim on
1X12 Wood Fascia
(Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
Decorative Roof Support
at Entrance
Aluminum
Guardrail
(Typ. Railings)
9" Wood Shake with
Bottom Hardie Waterboard
at Roof Accents
9" Wood Shakes at
Garage Front and
Entrance Bottom
Asphalt Shingles
(Typ. All Roofs)
1X6 Wood Trim
Around Windows &
Doors
1X10 Hardie
Waterboard at
Enterance Floor
Joins
1X8 Wood Trim on
1X12 Wood Fascia
(Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
Aluminum
Guardrail
(Typ. Railings)
Hardie Board and Batten
at Roof Accents
9" Wood Shakes at
Garage Front and
Enterance Bottom
Decorative Roof Support
at Entrance
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
1/4" = 1'-0"
2023-02-27 10:45:01 AM
A21
Type-C Materials
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
Feb 27, 2023
Min
Checker
No. Description Date
1/4" = 1'-0"1 C1, Front Elevation with Materials
1/4" = 1'-0"2 C2, Front Elevation with Materials
Asphalt Shingles(Typ. All Roofs)
1X6 Wood Trim
Around Windows & Doors
1X10 Hardie Waterboard at Enterance Floor
Joins
1X8 Wood Trim on
1X12 Wood Fascia (Typ. All Sides)
1X6 Hardie Siding
(Typ. Walls)
9" Wood Shakes
at Roof Accents
8X8 Wood Posts at Balcony Support
Aluminum Guardrail
(Typ. Railings)
8X8 Wood Posts
with Bottom Pillar at Entrance Support
9" Wood Shakes at Bumpout
Dark
With Shake Roof Accent
(A1, B2, C1)
Light
With Board and Batten Roof Accent
(A2, B1, C2)
Body Trim Doors Body Trim Doors
SW2812-Rookwood Jade SW7571-Casa Blanca SW6208-Pewter Green SW6394-Sequin SW7005-Pure White SW6250-Granite Peak
Sample-1
Colour No.
SW7571-Casa Blanca SW6208-Pewter Green SW7005-Pure White SW6250-Granite Peak
Sample-2
Colour No.SW2811-Rookwood Blue Green
SW2833-Roycroft Vellum SW0065-Vogue Green SW7694-Dromedary Camel SW6147-Panda White SW6032-Dutch Cocoa
Sample-3
Colour No.
SW6199-Rare Gray SW7524-Dhurrie Beige
Sample-4
Colour No.
SW7619-Labradorite SW7049-Nuance SW7602-Indigo Batik SW7662-Evening Shadow
Sample-5
Colour No.
SW0031-Dutch Tile Blue SW6394-Sequin
Sample-6
Colour No.
SW0066-Cascade Green
(Current)
SW6694-Glad Yellow
SW2833-Roycroft Vellum SW0065-Vogue Green
SW7049-Nuance SW7602-Indigo Batik
SW6147-Panda White SW6032-Dutch Cocoa
SW0077-Classic French Gray SW6174-Andiron
SW0077-Classic French Gray SW6174-Andiron
www.d3design.ca
Scale
Project number
Date
Drawn by
Checked by
1/4" = 1'-0"
2022-07-14 4:50:55 PM
A9
Colour Samples
1599
20786 River Road, Maple Ridge
Golden Ridge
Properties
July 14th, 2022
Min
Checker
No. Description Date
1/4" = 1'-0"1 Colour Sample
1/4" = 1'-0"2 Colour Samples
WM
19.93
19.99
19.67
19 .68
19.91
19 .91
19 .90
19.81
19 .83
19.86
19 .98
19.74
19.89
19.88
19.95
20.00
20 .02
19.98
20.21
20 .16
20.14
20 .11
20.09
19.80
20 .04
20 .02
19.95
19.91
19.91
20 .00
20 .02
19 .8019.88
19.90
19 .89
19.93
19.95
19.94
19.99
20
.0
1
20 .07
19 .87
19 .82
20.1019.99
19.89
20 .11
20.17
19.94
19.99
20.16
20.20
20 .14
20.12
19.77
19.83
19.81
19.77
19.88
19 .72
19.82
19.8719.75
19 .66
19.63
19.73
19 .75
19.72
19 .72
19.73
19.74
19.74
19.94
19.67
20.10
19.63
19.75
19 .72
19.72
19.66
19.64
19.60
19 .69
19.72
19.48
19 .60
19.55
19.70
19 .61
19.7519.67
19.54
19 .50
19 .58
19.68
19 .62
19 .68
19.50 19 .67
19.58
19.67
19.81
19.66
19 .77
19.65
19 .66
19 .72
19 .59
19 .76
19.58 19 .68
19 .79
19.72
19 .76
19.83
19.62
19 .49
19.72 19 .69
19 .87
19.75
19.66
19.56
19.61
19 .64
19.74
19 .82
19.74
19 .72
19.68
19 .61
19.66
19 .73
19.65
19.58
19 .57
19.74
19 .90 20.02
19.83
19.77 19.75
19.76
19.67
19 .69
19 .59
19 .57
19.67
19 .54 19 .80 19.58
19 .74
19 .76
20.02
19.75
20.19
20.25
19 .83
19.92
19.84
20.00
19.75
20 .04
20 .08
19.77
19.62
19.65
19.78
PLAN 54678
RIVER ROAD
PLAN 31152
POSTING PLAN EPP92807
2017.1 m?
PLAN LMP5112
PLAN LMP5112
20.23
gutterlin
e
manhole
rim
asphalt
drive
manhole
rim
sidewal
k
letdown
as
p
h
a
l
t
d
r
i
v
e
w
a
y
asphalt
driveway
0.95Ø
conifer
0.7Ø
conifer
0.95Ø
conifer
0.6Ø
conifer
0.25Ø
conifer
0.9Ø
conifer
0.55Ø
conifer 0.8Ø
conifer
0.25Ø
conifer
0.2+0.12Ø
decid
0.7Ø
decid0.25Ø
conifer
0.4Ø
conifer
0.2Ø
conifer0.3Ø
conifer
0.25Ø
conifer
0.2+0.25Ø
conifer0.3Ø
conifer
0.95+0.65Ø
conifer
3X0.16Ø
decid breaklin
e
hedge & shrub
catch
basin
catch
basin
power
pole
power
pole
water
valve
water
meter
water
valve
he
d
g
e
t
r
e
e
s
0.76Ø
conifer
5.1
6
7
51
.7
1
6
43
.6
4
1
3.1
5
0
105°3
2
'
1
7
"
40.185
90°59'33"
38.936 chain link fence
ch
a
i
n
l
i
n
k
f
e
n
c
e
container
0°
5
4
'
1
8
"
00
°
5
7
'
3
5
"
46
.7
9
1
O
V
E
R
A
L
L
56
.8
8
3
O
V
E
R
A
L
L
Maple Ridge Elementary School
13
.1
0
6
19.68
19.95
0.4Ø
conifer
0.42Ø
conifer
0.3Ø
conifer
368
C
37
D
A 1250sf
B 1250sf
B 1250sf
C 1000sf
A 1250sf
C 1000sf
DN
DN
DN
DN
UP
DN
UP
DN
DN
DN
DN
DN
DN
DN
DN
DN
UP
DN
DN
DN
UP
DN
Rotated 0.99° South PL Square
19.68 m
Public Sidewa
l
k
19.84 m 19.93 m
19.95 m
A1
C1
C2
B1
B2
A2
River Road
amenity area
PMT
0.25Ø
conifer
0.4Ø
conifer
0.2Ø
conifer
0.3Ø
conifer
0.25Ø
conifer
0.2+0.25Ø
conifer
0.3Ø
conifer
0.95+0.65Ø
conifer
0.4Ø
conifer
0.42Ø
conifer
0.3Ø
conifer
Hs Hs Hs HsHs
sign
bikes
10'20'40'
2m 5m 10m
0'
DRAWING TO SCALE WHEN PRINTED ON ARCH D (36" x 24") SHEET
PRELIMINARY ONLY
NOT FOR CONSTRUCTION
Site and
Landscape
Plan
L-1.0
20786 River Road
Maple Ridge BC
1.
SCALE 1 : 150
DRAWING NUMBER
DRAWING
PROJECT
CLIENT
ISSUE/REVISIONDATE
2202
DRAWN
PROJECT NUMBER
PACW
#
All drawings remain the property of
Greenway Landscape Architecture.
Use for any purpose and reproduction
only by written consent.
Greenway
Landscape Architecture
2280 Park Crescent
Coquitlam BC V3J 6T4
T 604 461 9120
E paul@greenwayla.ca
Paul Whitehead RBCSLA
Registered Landscape Architect #246
NORTH
Townhome
Development
Mar 21.22
Street trees to City standards
Small growing species due to overhead utilities
Grass boulevard
FOR REVIEW
1 Landscape with Impermeable liner
1cm = 10cm
landscape treatment
lawn or tree/shrub planting
Growing medium
soil depth for storm water management requirements
300 in lawn areas
450 in planting beds
750 for trees 3m radius for each tree
Impermeable liner under landscape, continuous
Refer to civil drawings.
Filter fabric between gravel and sand.
Slope liner to gravel trench
subgrade
100Ø Perf Drain Pipe
Inside 400 wide gravel trench, perpendicular to slope
25mm angular gravel, clear crush or river pebble.
Connect to lawn basin - refer to civil
Coarse sand choker layer
100 depth
Non-woven filter fabric?
PLANT LIST - 20786 River Road Townhomes
August 24, 2022
SYMBOL TOTAL BOTANICAL NAME COMMON NAME SIZE SPACING
TREES
Acer palmatum Osakazuki Green Japanese Maple 2.5m tall
multi-stem
Acer rubrum Armstrong Armstrong Maple (columnar)6cm Cal, WB
Acer truncatum Norwegian Sunset Norwegian Sunset Shantung Maple 6cm Cal, WB
Cornus Kousa Satomi Red Flowering Kousa Dogwood 6cm Cal, WB
Parrotia Persica Inges Ruby Vase Ruby Vase Persian Ironwood 6cm Cal, WB
- selection to be confirmed with City 1.8m std street tree
Picea omorika Serbian Spruce 3.5m tall
Thuja occidentalis Smaragd Emerald Green Cedar 2.0m tall
SHRUBS
Azalea japonica Gumpo Pink Dwarf Pink Azalea #2 pot 750 o.c.
Euonymus alata Compacta Dwarf Burning Bush #2 pot 900 o.c.
Gaultheria shallon Salal #1 pot 500 o.c.
Hydrangea macrophylla Big Leaf Hydrangea #1 pot 750 o.c.
Pieris japonica compacta Dwarf Pieris #1 pot 800 o.c.
Polystichum munitum Western Sword Fern #1 pot 600 o.c
Rhododendron 'Ramapo'Dwarf Red Rhodo #1 pot 750 o.c
Rhododendron Vulcan Red Vulcan Rhododendron #5 pot 900 o.c
Sarcococca H. Humilis Himalayan Sweet Box #1 pot 450 o.c.
Skimmia j. macrophylla M + F Skimmia (male and female)#5 pot 900 o.c.
Spiraea x Bumalda Gold Flame Gold Flame Spirea #1 pot 900 o.c.
Vaccinium ovatum Evergreen Huckleberry #2 pot 900 o.c.
GROUND COVERS AND PERENNIALS
Arctostaphylos uva-ursi VJ Vancouver Jade Kinnikinick #1 pot 500 o.c
Pachysandra terminalis Japanese Spurge 10cm pot 450 o.c
Calamagrostis Hameln Fountain Grass #1 pot 500o.c.
Hemerocallis 'Happy Returns'Happy Returns Daylily #1 pot 500 o.c
Hosta sieboldiana 'Elegans'Elegans Plantain Lily #1 pot 500 o.c
Rudbeckia fulgida 'Goldstrum'Black-Eyed Susan #1 pot 450 o.c
NOTES:
1) In case of discrepancy between plant numbers on this list and on the plan, the plan shall prevail.
2) All planting shall be in accordance with BCSLA/BCLNA Landscape Standard, latest edition.
3) Tree planting: 750mm soil continuous for 10m2 area, with watering dish.
4) All planting beds: 600mm depth growing medium, mulch with 75mm of decomposed hem/fir bark.
5) Lawn areas: 300mm depth growing medium with sand based sod turf.
Calluna vulgaris Pink Heather #1 pot 450 o.c.
Potentilla fruiticosa Red Ace Red Ace Shrubby Cinquefoil #1 pot 650 o.c.
4 Stipa tenuissima Mexican Feather Grass #1 pot 300 o.c
15 Taxus x Media Brownii Brown's Yew 1.2m tall, B&B 500 o.c.
Astilbe chinensis Chinese Astilbe #1 pot 450 o.c
Buxus Winter Gem Winter Gem Boxwood #2 pot 450 o.c.
Echinacea purpurea 'Magnus'Magnus Purple Coneflower #1 pot 450 o.c
Rf
He
Hs
Au
Pt
2
Furnishings
Not to scale
Table and bench seating
Rutherford with portable frame, as manufactured by Wishbone Site Furnishings or
alternate. Synthetic wooden slats (tan) and metal frame (dark grey)
Secure to paving with SS anchor bolts.
2.Mar 01.23 ADVISORY DESIGN PANEL
Communal amenity area
Garden boxes with aggregate pathways
patio with picnic/activity table
bicycle rack
visitor
Cedar hedge
Fence - existing
Proposed sidewalk
1.5m wide concrete
Off site improvements to be confirmed
Project address / ID sign
Resident yards
Patio
Planting beds
Lawn
visitor
lane
PMT
proposed location to be confirmed with BC Hydro
New property line
Refuse staging area for rolling bins
Concrete paving
4.5m front yard setback
Exisiting trees - Cedar, Douglas Fir, Spruce
Retain off-site cedar and any onsite cedar &
sitka trees as recommended by arborist, or
replant with (species) as necessary.
Root protection as directed by arborist
Adjust planting to avoid roots
Manhole covers and catch basins
refer to civil drawings
Unit paving for lane and parking
Various patterns and colours to
delineate spaces, project entry, and
enhance aesthetics of the drive aisle.
lawn
lawn
lawn
lawn
lawn
lawn
lawn
lawn
lawn
lawn
Fence - existing
Existing trees
hedge of columnar Dawyck Beech
picnic/activity table
water vault
detention tank
refer to civil drawings
LOCATION PLAN
SCALE 1:5000
Chilliwack
Courtenay
Surrey
THE WEDLER GROUP
t: 1.604.588.1919 | f: 1.604.588.1910 | surrey@wedler.com
#202 - 10216 - 128th Street, Surrey, BC V3T 2Z3
CITY OF MAPLE RIDGE
20786 RIVER ROAD
MAPLE RIDGE %C
Abbotsford
DRAWING INDEX
DESCRIPTION WEDLER DRAWING No.
COVER
GENERAL NOTES
ONSITE SERVICING PLAN
LORNE AVE
M
A
P
L
E
C
R
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
208-20423 DOUGLAS CRESCENT
LANGLEY, BC, V3A 4B6
ONSITE STORM WATER MANAGEMENT PLAN
OFFSITE SANITARY
OFFSITE ROAD WORKS
OFFSITE STORM WATER MANAGEMENT PLAN
RESIDENTIAL DEVELOPMENT
20786 RIVER ROAD, MAPLE RIDGE, BC
PROJECT:
CLIENT:
113 AVE
BATTLE AVE
114 AVE
WESTFIELD AVE
RIVER RD WEST
THORNE AVE
20
5
S
T
WA
R
E
S
E
L
Y
S
T
DA
R
T
F
O
R
D
S
T
20
7
S
T
WA
R
E
S
E
L
Y
S
T
20
7
S
T
MI
L
L
E
R
S
T
M
E
L
V
I
L
L
E
S
T
20
5
S
T
115 AVE
115A AVE
116 AVE
DENIZA AVE
DALE DR
WALNUT CR
118 AVE
CAMWOOD AVE
118 AVE
MCFARLANE AVE
117 AVE
STONE
Y
A
V
E
RIVER
R
O
A
D
20
9
S
T
GR
A
V
E
S
S
T
20
8
S
T
20
9
S
T
ST
E
E
V
E
S
S
T
21
0
S
T
21
1
S
T
BE
S
T
S
T
LOUGHEED HIG
H
W
A
Y
S19-0305/B-01
S19-0305/B-02
S19-0305/B-03
S19-0305/B-05
S19-0305/B-06
S19-0305/B-07
ONSITE KEY PLAN
ESC PLAN STAGE 1
ESC PLAN STAGES 2 & 3
S19-0305/B-08
S19-0305/B-09
S19-0305/B-10
ONSITE GRADING PLAN S19-0305/B-04
ISSUED FOR SUBMISSION
PROJECT: S19-0305/B
SITE
NOTE:
INSPECTIONS ARE REQUIRED FOR ALL WORKS SHOWN ON THESE DRAWINGS.
THE CONTRACTOR SHALL NOTIFY WEDLER ENGINEERING LLP. AT LEAST ONE FULL
WORKING DAY (24 HOURS) PRIOR TO REQUIRING AN INSPECTION. EVEN THOUGH
INSPECTIONS MAY BE PERFORMED BY OTHER ENGINEERS OR MUNICIPAL
INSPECTORS, THE CONTRACTOR MUST STILL HAVE INSPECTIONS COMPLETED BY
WEDLER, AS WEDLER IS REQUIRED TO CERTIFY THE WORKS.
FAILURE BY THE CONTRACTOR TO REQUEST INSPECTIONS FROM WEDLER WILL
RESULT IN THE CONTRACTOR BEING REQUIRED TO EXPOSE ALL BURIED OR
CONCEALED WORKS WHICH HAVE NOT BEEN INSPECTED BY WEDLER, AT THE
CONTRACTOR'S EXPENSE, OR MAY RESULT IN CONTRACTOR HAVING TO
RECONSTRUCT THE WORKS AT THE CONTRACTOR'S EXPENSE.
BYREVISIONDATENo.
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
2021-02-24GENERAL NOTES 1001
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
208-20423 DOUGLAS CRESCENT, LANGLEY BC
S
S
S
S
S
10
0
0
12
0
0
14
0
0
W
W
W
W
W
W
150Ø 150Ø
20
.
1
m
2
0
0
Ø
P
V
C
S
T
O
R
M
@
2
%
18
,
5
0
0
L
100Ø S
T
M
W
W
W
W
W
W
12
.
5
m
1
0
0
Ø
P
V
C
S
A
N
@
2
%
13
.
4
m
1
0
0
Ø
P
V
C
S
A
N
@
4
.
2
2
%
D
D
150Ø 150Ø
150Ø
D
14
.
8
m
1
0
0
Ø
P
V
C
S
A
N
@
2
%
50
Ø
P
V
C
W
A
T
(
D
O
M
E
S
T
I
C
)
10
0
Ø
50
Ø
50Ø
100Ø
50Ø
100Ø
50Ø
100Ø
50Ø
100Ø
10
0
Ø
P
V
C
W
A
T
(
F
I
R
E
)
50Ø
100Ø
100Ø
100Ø 100Ø
100Ø 100Ø
50Ø
100Ø
100Ø
11.06m
P
A
R
K
I
N
G
19.03
m
P
A
R
K
I
N
G
18.52m
P
A
R
K
I
N
G
S
S
S
S
6.
8
m
1
0
0
Ø
P
V
C
SA
N
@
2
%
UNIT A1
UNIT A2
UNIT C2
UNIT C1
UNIT B1
UNIT B2
PROP. 2
0
0
Ø
P
V
C
S
A
N
@
2
.
0
%
12
.
5
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
3,
8
5
0
L
6.
5
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
7
,
1
0
0
L
4.
6
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
1
2
,
5
0
0
L
19.90
19.81
19.83
19.86
19.98
19.74
19.89
19.88
19.95
20.00
20.02
19.98
20.21
20.16
20.1420.10
20.11
20.08
19.80
19.94
19.98
20.04
20.02
19.9519.91
19.91
20.0020.02
19.80
19.8819.90
19.89
19.9319.95
19.94 19.99
20.01
20.07
19.87
19.82
20.10
19.99
19.89
19.95
19.95
20.11
20.17
19.94
19.99
20.16
20.20
20.14
20.12
19.83 19.80
19.77 19.88
19.7219.82
19.75
19.66
19.63
19.73
19.76
19.72
19.72
19.73
19.74
19.74
19.94
19.67
20.10
19.63
19.75
19.72
19.72
19.66
19.64
19.60
19.78
19.69
19.72
19.48
19.60
19.55
19.70
19.61
19.7519.67
19.54
19.50
19.58
19.6819.62
19.68
19.50 19.67 19.58
19.67
19.81
19.6619.77
19.65
19.66
19.72
19.59
19.76
19.58
19.68
19.79
19.72
19.76
19.83
19.62
19.49
19.72 19.69
19.87
19.75
19.66
19.56
19.61
19.64
19.74
19.82
19.74
19.72
19.68
19.62
19.66
19.73
19.65
19.58
19.57
19.74
19.90
20.02 19.83 19.76 19.75 19.7619.67 19.69 19.59
19.57
19.67 19.54 19.68 19.80
19.58
19.74
19.76
20.02
19.76
20.19
20.24
19.83
19.92
19.84
20.00
19.75
20.04
20.08
19.77
19.62
19.65
19.99
19.91
19.93
19.67
19.68
19.91
20.23
X X X X X X
X
X
X
X
X
D
19.87
19.90
20.04
19.94
19.97
19.87
19.97
19.99
20.00
20.08
20.07
20.13
19.86
19.74
19.74
19.97
20.05
20.01
20.10
20.09
20.08
20.11
20.25
20.10
19.94
19.77
19.54 19.54
19.67
19.93
19.79
19.79
21.24
SURVEY PERFORMED BY PENG ZHAO
(BCLS #931, COASTLINE LAND
SURVEYING) ON MAY 20, 2019
BEFORE YOU DIG
THE LOCATION OF THE EXISTING UTILITIES HAS BEEN SHOWN BASED
ON AVAILABLE INFORMATION. THE ACCURACY AND COMPLETENESS
OF THE DRAWING IN THIS RESPECT IS NOT GUARANTEED. THE
EXACT LOCATION OF THESE UTILITIES AND SERVICES SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ALL CONFLICTS TO BE IMMEDIATELY REPORTED TO
WEDLER ENGINEERING.
EX. POWER POLE TO BE RELOCATED
TO EAST OF DRIVEWAY
LOT C
PLAN 5112 LOT 368
PLAN 54768
MAPLE RIDGE
ELEMENTARY SCHOOL
LOT 37
PLAN 31152
LOT D
PLAN 5112
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26KEY PLAN
20786 RIVER ROAD
02 10
REFER TO LANDSCAPING
DRAWINGS FOR
LANDSCAPING DETAILS (TYP.)
ONSITE WATER METER
AND DCV VAULT
INSTALL NEW
DRIVEWAY
INSTALL NEW
DRIVEWAY
PROP. FLOW
CONTROL MH
PROP. OIL/GRIT
SEPARATOR
PROP. ONSITE
DETETION TANK
S
S
S
S
S
W
W
W
W
W
W
150Ø 150Ø
20
.
1
m
2
0
0
Ø
P
V
C
S
T
O
R
M
@
2
%
18
,
5
0
0
L
100Ø S
T
M
W
W
W
W
W
W
12
.
5
m
1
0
0
Ø
P
V
C
S
A
N
@
2
%
13
.
4
m
1
0
0
Ø
P
V
C
S
A
N
@
4
.
2
2
%
D
D
150Ø 150Ø
150Ø
D
14
.
8
m
1
0
0
Ø
P
V
C
S
A
N
@
2
%
50
Ø
P
V
C
W
A
T
(
D
O
M
E
S
T
I
C
)
10
0
Ø
50
Ø
50Ø
100Ø
50Ø
100Ø
50Ø
100Ø
50Ø
100Ø
10
0
Ø
P
V
C
W
A
T
(
F
I
R
E
)
50Ø
100Ø
100Ø
100Ø 100Ø
100Ø 100Ø
50Ø
100Ø
100Ø
11.06m
P
A
R
K
I
N
G
19.03
m
P
A
R
K
I
N
G
18.52
m
P
A
R
K
I
N
G
S
S
S
S
6.
8
m
1
0
0
Ø
P
V
C
SA
N
@
2
%
UNIT A1
UNIT A2
UNIT C2
UNIT C1
UNIT B1
UNIT B2
PROP.
2
0
0
Ø
P
V
C
S
A
N
@
2
.
0
%
12
.
5
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
3,
8
5
0
L
6.
5
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
7
,
1
0
0
L
4.
6
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
1
2
,
5
0
0
L
X X X X X X
X
X
X
X
X
D
1.45%-2.00%
-6.
4
2
%
1.45%-2.00%
-6.
4
2
%
SURVEY PERFORMED BY PENG ZHAO
(BCLS #931, COASTLINE LAND
SURVEYING) ON MAY 20, 2019
BEFORE YOU DIG
THE LOCATION OF THE EXISTING UTILITIES HAS BEEN SHOWN BASED
ON AVAILABLE INFORMATION. THE ACCURACY AND COMPLETENESS
OF THE DRAWING IN THIS RESPECT IS NOT GUARANTEED. THE
EXACT LOCATION OF THESE UTILITIES AND SERVICES SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ALL CONFLICTS TO BE IMMEDIATELY REPORTED TO
WEDLER ENGINEERING.
CAP EXISTING WATER
SERVICES (TYP.x3)
PROP. OIL/GRIT
SEPARATOR
PROP. CONCRETE
BARRIER CURB
AND GUTTER
RELOCATE CATCH BASIN
TO PROP. CURB (TYP.x2)
TIE INTO EX. CONCRETE
SIDEWALK
PROP. 6.0m WIDE
CONCRETE DRIVEWAY AS
PER C.O.M.R STD DWG. C7
LOT C
PLAN 5112 LOT 368
PLAN 54768
MAPLE RIDGE
ELEMENTARY SCHOOL
LOT 37
PLAN 31152
LOT D
PLAN 5112
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26SERVICING PLAN
20786 RIVER ROAD
03 10
REFER TO SHEET 04 FOR
DETAILS OF OFFSITE WORKS
REFER TO ARBORIST REPORT
FOR TREE REMOVAL &
RETENTION (TYP)
FLOW
CONTROL MH
DETENTION TANK
39.3m3 OF DETENTION WILL
BE PROVIDED WITH THE
RELEASE RATE OF 0.78L/s
EX. POWER POLE TO BE RELOCATED
TO EAST SIDE OF DRIVEWAY
WATER
METER
REFER TO LANDSCAPING
DRAWINGS FOR
LANDSCAPING DETAILS (TYP.)
6.17 P
R
O
P
.
WAT S
R
V
C
19.57
P
R
O
P
.
S
A
N
S
R
V
C
CAP EX. LAWN BASIN
LEAD AT MAIN (TYP. x2)
S19-0305/B
6.
5
2.0
WATER SERVICE - PROFILE
H: 1:500 V: 1:50
0.6m MIN
1.0 1.5 1.0
1.2m
2.
5
6.0
D
S
W
ONSITE SANITARY MAIN - PROFILE
H: 1:500 V: 1:50
ONSITE STORM MAIN - PROFILE
H: 1:500 V: 1:50
0.
2
4
1
m
CL
R
.
0.
6
0
3
m
CL
R
.
FINISHED GROUND
FINISHED GROUND
FINISHED GROUND
17.278
P
R
O
P
.
S
T
M
S
R
V
C
18
.
4
6
m
P
R
O
P
.
S
A
N
REMOVE EX. LAWN BASIN
AND DISPOSE OF OFFSITE
(TYP. x2)
CAP AND ABANDON EX.
SERVICE AT MANHOLE
S
S
S
S
S
10
0
0
12
0
0
14
0
0
11.06m
P
A
R
K
I
N
G
19.03
m
P
A
R
K
I
N
G
18.52m
P
A
R
K
I
N
G
19.90
19.81
19.83
19.86
19.98
19.74
19.89
19.88
19.95
20.00
20.02
19.98
20.21
20.16
20.1420.10
20.11
20.08
19.80
19.94
19.98
20.04
20.02
19.9519.91
19.91
20.0020.02
19.80
19.8819.90
19.89
19.9319.95
19.94 19.99
20.01
20.07
19.87
19.82
20.10
19.99
19.89
19.95
19.95
20.11
20.17
19.94
19.99
20.16
20.20
20.14
20.12
19.83 19.80
19.77 19.88
19.7219.82
19.75
19.66
19.63
19.73
19.76
19.72
19.72
19.73
19.74
19.74
19.94
19.67
20.10
19.63
19.75
19.72
19.72
19.66
19.64
19.60
19.78
19.69
19.72
19.48
19.60
19.55
19.70
19.61
19.7519.67
19.54
19.50
19.58
19.6819.62
19.68
19.50 19.67 19.58
19.67
19.81
19.6619.77
19.65
19.66
19.72
19.59
19.76
19.58
19.68
19.79
19.72
19.76
19.83
19.62
19.49
19.72 19.69
19.87
19.75
19.66
19.56
19.61
19.64
19.74
19.82
19.74
19.72
19.68
19.62
19.66
19.73
19.65
19.58
19.57
19.74
19.90
20.02 19.83 19.76 19.75 19.7619.67 19.69 19.59
19.57
19.67 19.54 19.68 19.80
19.58
19.74
19.76
20.02
19.76
20.19
20.24
19.83
19.92
19.84
20.00
19.75
20.04
20.08
19.77
19.62
19.65
19.99
19.91
19.93
19.67
19.68
19.91
20.23
X X X X X X
X
X
X
X
X
D
19.87
19.90
20.04
19.94
19.97
19.87
19.97
19.99
20.00
20.08
20.07
20.13
19.86
19.74
19.74
19.97
20.05
20.01
20.10
20.09
20.08
20.11
20.25
20.10
19.54 19.54
19.67
19.93
19.79
19.79
1.45%-2.00%
-6.
4
2
%
SURVEY PERFORMED BY PENG ZHAO
(BCLS #931, COASTLINE LAND
SURVEYING) ON MAY 20, 2019
BEFORE YOU DIG
THE LOCATION OF THE EXISTING UTILITIES HAS BEEN SHOWN BASED
ON AVAILABLE INFORMATION. THE ACCURACY AND COMPLETENESS
OF THE DRAWING IN THIS RESPECT IS NOT GUARANTEED. THE
EXACT LOCATION OF THESE UTILITIES AND SERVICES SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ALL CONFLICTS TO BE IMMEDIATELY REPORTED TO
WEDLER ENGINEERING.
EX. POWER POLE TO BE RELOCATED
TO EAST OF DRIVEWAY
LOT C
PLAN 5112 LOT 368
PLAN 54768
MAPLE RIDGE
ELEMENTARY SCHOOL
LOT 37
PLAN 31152
LOT D
PLAN 5112
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26GRADING PLAN
20786 RIVER ROAD
04 10
REFER TO LANDSCAPING
DRAWINGS FOR
LANDSCAPING DETAILS (TYP.)
ONSITE ROADWAY - TYPICAL SECTION
N.T.S
VARIES 6 TO 9.5m
2.85
1.85
0.35
1.5P
℄
ONSITE ROADWAY - PROFILE
SCALE: H 1:500
V 1:50
EXISTING GROUND ELEV.
PROP. ONSITE ROAD ELEV.
CHAINAGE ON
BASELINE
150Ø 150Ø
20
.
1
m
2
0
0
Ø
P
V
C
S
T
O
R
M
@
2
%
18
,
5
0
0
L
100Ø S
T
M
D
D
150Ø 150Ø
150Ø
D
11.06m
P
A
R
K
I
N
G
19.03
m
P
A
R
K
I
N
G
18.52m
P
A
R
K
I
N
G
UNIT A1
UNIT A2
UNIT C2
UNIT C1
UNIT B1
UNIT B2
12
.
5
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
3,
8
5
0
L
6.
5
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
7
,
1
0
0
L
4.
6
m
2
0
0
Ø
P
V
C
S
T
M
@
0
.
7
5
%
1
2
,
5
0
0
L
X X X X X X
X
X
X
X
X
D
SURVEY PERFORMED BY PENG ZHAO
(BCLS #931, COASTLINE LAND
SURVEYING) ON MAY 20, 2019
BEFORE YOU DIG
THE LOCATION OF THE EXISTING UTILITIES HAS BEEN SHOWN BASED
ON AVAILABLE INFORMATION. THE ACCURACY AND COMPLETENESS
OF THE DRAWING IN THIS RESPECT IS NOT GUARANTEED. THE
EXACT LOCATION OF THESE UTILITIES AND SERVICES SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ALL CONFLICTS TO BE IMMEDIATELY REPORTED TO
WEDLER ENGINEERING.
PROP. OIL/GRIT
SEPARATOR
ONSITE STORMWATER MANAGEMENT
TIER A LOT WILL BE GRADED AND STORM RUNOFF WILL BE DIRECTED TO THE
NEAREST LANDSCAPE BUFFER WHERE 50% MAR WILL BE RE-USED.
50% MAR = 36.72mm
SITE AREA = 1800m2
TIER A VOLUME = 36.72mm X 1800m² = 66.10m³
TOPSOIL VOID RATIO = 0.23
LANDSCAPE AREAS:
0.6m DEPTH = 290m2X0.6m = 174.0m³
0.3m DEPTH = 420m22X0.3m = 126.0m³
TOTAL TOPSOIL VOLUME = 174.0m³+126.0m³ = 300m³
EFFECTIVE TOPSOIL VOLUME = 300m³X0.23 = 69m³
TIER A VOLUME REQUIREMENT 66.10m³ < PROPOSED EFFECTIVE TOPSOIL VOLUME 69.0m³.
THEREFORE, TIER A REQUIREMENTS ARE SATISFIE&
TIER B OVERFLOW FROM TIER A WILL BE COLLECTED, DETAINED UNDERGROUND,
AND RELEASED AT THE 1:2 YEAR FORESTED FLOW RATE
1:2 YEAR FORESTED FLOW RATE = 0.00078m3/S
REQUIRED DETENTION VOLUME = 39.33m3
TIER C(MINOR)STORM EVENTS EXCEEDING TIER B WILL BE COLLECTED AND THE 1:10 YEAR FLOW
WILL BE RETAINED UNDERGROUND AND RELEASED AT THE 2-YEAR PRE-DEVELOPMENT
FLOW RATE.
TIER C(MAJOR) STORM EVENTS EXCEEDING TIER C-MINOR RAINFALL EVENTS SHALL BE SAFELY DIRECTED AWAY
FROM PROPERTY AND TOWARD THE EXISTING 100 YEAR FLOW ROUTE, ALONG RIVER ROAD.
LOT C
PLAN 5112 LOT 368
PLAN 54768
MAPLE RIDGE
ELEMENTARY SCHOOL
LOT 37
PLAN 31152
LOT D
PLAN 5112
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26ONSITE SWCP
20786 RIVER ROAD
REFER TO ARBORIST REPORT
FOR TREE REMOVAL &
RETENTION (TYP)
FLOW
CONTROL MH
DETENTION TANK
39.3m3 OF DETENTION WILL
BE PROVIDED WITH THE
RELEASE RATE OF 0.78L/s
REFER TO
LANDSCAPING
DRAWINGS FOR
LANDSCAPING
DETAILS (TYP.)
17.30
P
R
O
P
.
S
T
M
S
R
V
C
S19-0305/B
NOTE: THIS PROPERTY IS
AFFECTED BY THE FRASER
RIVER ESCARPMENT AREA,
THEREFORE INFILTRATION IS
NOT ALLOWED. LANDSCAPE
BUFFERS OUTSIDE FOUNDATION
WILL NEED TO BE PROVIDED
WITH IMPERMEABLE LINERS.
SITE PLAN
1:150
Meters
1050
05 10
EX. LAWN BASIN LEADS
TO BE ABANDONED
0+
0
6
0
0+
0
8
0
0+
1
0
0
0+
1
2
0
0+
1
4
0
0+
1
6
0
ST
A
:
0
+
1
3
9
.
8
9
RI
M
:
2
0
.
1
4
PR S1
1050Ø
W
1
8
.
1
0
200Ø PVC
S
A
N
ST
A
:
0
+
0
9
9
.
3
3
RI
M
:
1
9
.
9
5
EX B257
1050Ø
W
1
7
.
2
9
E
1
7
.
2
9
D
14
.
5
m
2
0
0
Ø
P
V
C
S
T
O
R
M
SSS
W
08
0
0
10
0
0
12
0
0
14
0
0
16
0
0
200Ø PVC SAN
S
PR S1
EX B257
12
.
6
m
1
0
0
Ø
P
V
C
S
A
N
I
T
A
R
Y
RIVER ROAD
SURVEY PERFORMED BY PENG ZHAO
(BCLS #931, COASTLINE LAND
SURVEYING) ON MAY 20, 2019
BEFORE YOU DIG
THE LOCATION OF THE EXISTING UTILITIES HAS BEEN SHOWN BASED
ON AVAILABLE INFORMATION. THE ACCURACY AND COMPLETENESS
OF THE DRAWING IN THIS RESPECT IS NOT GUARANTEED. THE
EXACT LOCATION OF THESE UTILITIES AND SERVICES SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ALL CONFLICTS TO BE IMMEDIATELY REPORTED TO
WEDLER ENGINEERING.
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT LANGLEY, BC
2019 NOV 26SANITARY SEWER
RIVER ROAD S19-0305/B
1.SANITARY SEWER SHALL BE CONSTRUCTED TO MMCD 2009 EDITION AND CITY OF MAPLE
RIDGE SUPPLEMENTARY SPECIFICATIONS.
2.SANITARY SEWER MAINS SHALL BE PVC SDR35 PIPE.
3.FOR TYPICAL TRENCH, SEE MMCD-G4 AND MMCD-G5. BACKFILL TO BE IMPORTED
GRANULAR BACKFILL PER GEOTECHNICAL REPORT.
4.ALL SANITARY SEWER CONNECTIONS SHALL BE MIN. 100mm DIAMETER PVC SDR28 PIPE C/W
INSPECTION CHAMBER (MMCD STD. DWG. "S9") AT A 300mm OFFSET FROM PROPERTY LINE
AND INSTALLED AS PER MMCD-S7.
5.SOME EXISTING UTILITY SERVICE CONNECTIONS NOT SHOWN FOR CLARITY.
6.UTILITY CROSSINGS TO BE SUPPORTED DURING CONSTRUCTION.
7.TOPOGRAPHIC SURVEY COMPLETED BY MURRAY & ASSOCIATES. ELEVATION 19.411
GEODETIC DATUM.
8.THIS PLAN SHOWS HORIZONTAL GROUND LEVEL MEASURED DISTANCES. PRIOR TO THE
COMPUTATION OF NAD 83 UTM COORDINATES MULTIPLY BY THE COMBINED SCALE FACTOR
OF 0.9995887.
9.THE LOCATION OF UNDERGROUND EXISTING UTILITIES ARE INDICATED IN THE PUBLIC ROAD
ALLOWANCE ONLY AND ARE SHOWN APPROXIMATE. ONLY UTILITIES WITHIN RIGHT-OF-WAY
ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. BC ONE-CALL PROVIDES UNDERGROUND UTILITY
LOCATIONS (1-800-474-6886)
10.BASEMAP WAS IMPORTED FROM CITY OF MAPLE RIDGE GIS COORDINATE GEOMETRY.
ACCURACY IS ESTIMATED AT ±0.1m.
NOTES
EX. RD. ℄ ELEV.
CHAINAGE ON
BASELINE (m)
PROP. SANITARY
GRADES, LENGTHS, AND INVERTS
INSTALL NEW 1050Ø MANHOLE AS
PER MMCD STD DETAIL S1
REMOVE EX. CAPPED STUB
AND TIE INTO EX. MANHOLE.
REBENCH AS REQUIRED.
06 10
5.
7
0
PR
O
P
.
S
A
N
PR
O
P
.
2
0
0
Ø
P
V
C
S
T
O
R
M
SE
R
V
I
C
E
C
R
O
S
S
I
N
G
0.
3
0
m
CL
R
.
PERMANENT PAVEMENT
RESTORATION AS PER
MMCD STD DETAIL G5
CAP AN ABANDON EX.
SERVICE AT MANHOLE.
REBENCH AS REQUIRED
0+
0
6
0
0+
0
8
0
0+
1
0
0
0+
1
2
0
0+
1
4
0
0+
1
6
0
1.17%
0.88%
0.54%
0.29%
ST
A
:
0
+
0
7
5
.
6
1
EL
E
V
:
1
9
.
7
2
ST
A
:
0
+
0
8
1
.
7
6
EL
E
V
:
1
9
.
7
9
ST
A
:
0
+
1
1
8
.
9
3
EL
E
V
:
1
9
.
9
9
ST
A
:
0
+
1
3
0
.
9
6
EL
E
V
:
2
0
.
0
3
ST
A
:
0
+
1
4
3
.
4
7
EL
E
V
:
2
0
.
1
4
19.6
0
19.
8
0
20.00
X
D
14
.
5
m
2
0
0
Ø
P
V
C
S
T
O
R
M
SSS
W
06
4
0
08
0
0
10
0
0
12
0
0
14
0
0
16
0
0
200Ø PVC SAN
S
12
.
6
m
1
0
0
Ø
P
V
C
S
A
N
I
T
A
R
Y
100mm BRUSHED CONCRETE
SIDEWALK/EXPOSED AGGREGATE
BAND (MMCD 03 30 20)
80mm ASPHALT
100mm, 19mm MINUS
GRANULAR BASE
(MMCD 32 11 25)
300mm, 75mm MINUS CRUSHED
GRANULAR SUB-BASE
(MMCD 31 05 17 2.9)
BARRIER CURB AS PER
MMCD STD. DWG. C4
ROAD / SIDEWALK DETAIL
N.T.S.
TREATMENT (FULL DEPTH STRUCTURE)
·40mm ASPHALT SURFACE COURSE
·40mm ASPHALT BASE COURSE
·100mm OF 19mm MINUS CRUSHED GRAVEL
·300mm OF 75mm MINUS SUB-BASE
TREATMENT (MILL AND OVERLAY)
·MILL FULL DEPTH OF EXISTING ASPHALT AND
SUBGRADE AS NECESSARY TO MEET DESIGN
GRADES
TOPSOIL AND SOD
·REMOVE ALL EXISTING HARD SURFACE AND SOFT
SURFACES. BACKFILL, REGRADE AND TIE-INTO EXISTING
GRADE WITH NATIVE MATERIAL TO 150mm BELOW DESIGN
GRADES. INSTALL 150mm THICK TOPSOIL AND SOD
1.PROOF ROLL BASE, ADD GRAVELS AS REQUIRED, RECOMPACT, AND RESHAPE AS REQ'D. PRIOR TO PAVING
2.CLEAN AND TACK-COAT ALL ASPHALT SURFACES INCLUDING JOINTS PRIOR TO PAVING.
3.COMPACTION FOR GRAVELS TO BE 95% M.P.D.. FOR MARSHALL MIX 97% (TYP.)
4.OVER-EXCAVATE (OPTIONAL) WHERE DIRECTED BY THE CONTRACT ADMINISTRATOR, EXCAVATE UNSUITABLE MATERIAL
AND REPLALCE WITH IMPORTED BASE GRAVEL COMPACTED IN PLACE.
5.CONTRACTOR TO REPLACE ALL MANHOLE FRAMES AND LIDS; WATER VALVE BOXES AND COVERS WITHIN THE ROADWAY.
6.THE ADJUSTMENT OF MANHOLES, VALVE COVERS, AND ALL OTHER APPURTENANCES TO SUIT NEW ASPHALT GRADES IN
INCIDENTAL TO ASPHALT PAVING.
7.ALL PAVEMENT MARKINGS TO BE REINSTATED IN THE PLACE OF WORK. CONTRACTOR IS RESPONSIBLE TO PERFORM PRE
AND POST CONSTRUCTION SURVEY WORK ESSENTIAL FOR THE REINSTATEMENT OF PAVEMENT MARKINGS.
8.CONTRACTOR TO IDENTIFY ANY SURVEY MONUMENTS AND LEAD PLUGS THAT MAY BE DISTURBED DURING
CONSTRUCTION AND ARRANGE WITH THE OWNER'S SURVEY DEPARTMENT 5 DAYS PRIOR TO CONSTRUCTION TO
REFERENCE LOCATIONS BEFORE WORK COMMENCES.
9.CATCH BASINS RIM ELEVATIONS TO BE SET 30mm BELOW THE FINISHED GUTTERLINE GRADES AND ROAD SURFACE AREA
TO BE SHAPED TO FORM A DISH AROUND THE INLET.
NOTES:
150mm TOPSOIL AND
SOD BOULEVARD
100mm GRANULAR BASE
COMPACTED TO 95% M.P.D.
3.30
LANE
9.00
2.40
PRKG
4.20
3.30
9.00
18.00 R.O.W.
EX. 3.30
LANE
4.20
FUT
1.50
WALK
5.80FUT
1.30
BLVD
3:1 MAX
11.60
PROP. PLEX. PL
L R.O.W.C
'B
'
C
&
G
'B
'
C
&
G
1.30
BLVD
2.50%
1.50
WALK
2.00%2.00%
FUT
2.40
PRKG
EX. PL
2.40
BLVD
RIVER ROAD
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2021 JAN 04ROADWORKS
RIVER ROAD S19-0305/B
EX. RD. ℄ ELEV.
CHAINAGE ON
BASELINE (m)
PROP. GL ELEV.
EX. GL ELEV.
PAVEMENT STRUCTURE
-MIN. 40mm ASPHALTIC CONCRETE SURFACE COURSE
-MIN. 40mm ASPHALTIC CONCRETE BASE COURSE
-MIN. 100mm OF 20mm MINUS CRUSH GRAVEL BASE
TO 95% MODIFIED PROCTOR DENSITY
-MIN. 300mm OF PIT-RUN SUB-BASE
TO 95% MODIFED PROCTOR DENSITY
-SUB-GRADE TO 95% MODIFIED PROCTOR DENSITY
RIVER ROAD - TYPICAL SECTION
N.T.S.
TIE INTO EX. CONC.
DRIVEWAY CROSSING AND
CURB AT EXPANSION JOINT
INSTALL NEW CONCRETE DRIVEWAY
CROSSING AS PER CITY OF MAPLE
RIDGE STD DETAIL DWG C7 PROP. CONCRETE SIDEWALK AND
BARRIER CURB AND GUTTER AS
PER MMCD STD DETAIL DRAWINGS
C2 AND C4 RESPECTIVELY
20
7
8
0
R
I
V
E
R
R
O
A
D
20786 RIVER ROAD20772 RIVER ROAD
20769 RIVER ROAD 20777 RIVER ROAD 20787 RIVER ROAD 20797 RIVER ROAD 20805 RIVER ROAD
REMOVE EX. CURB, SIDEWALK, AND
DRIVEWAY CROSSINGS
PROP. SANITARY EXTENSION, SEE
SHEET 03 FOR DETAILS
PROP. TOP INLET CATCH BASIN AS
PER CoMR STD DETAIL DWG S11
TIE PROP CB IN TO EX. LEAD (TYP. x2)
LEAD CONDITION TO BE REVIEWED BY
CA PRIOR TO CONSTRUCTION
07 10
TIE PROP. SIDEWALK INTO EX.
LETDOWN AT NEAREST
EXPANSION JOINT
PROP. GUTTER LINE
1.5m SIDEWALK
1.3m BLVD
PR
O
P
.
5
.
0
0
m
R
O
A
D
D
E
D
I
C
A
T
I
O
N
RE-LOCATE EX. UTILITY POLE TO
EAST SIDE OF PROP. DRIVEWAY
CAP AND ABANDON EX.
WATER SERVICES (TYP. x3)
SURVEY PERFORMED BY PENG ZHAO
(BCLS #931, COASTLINE LAND
SURVEYING) ON MAY 20, 2019
BEFORE YOU DIG
THE LOCATION OF THE EXISTING UTILITIES HAS BEEN SHOWN BASED
ON AVAILABLE INFORMATION. THE ACCURACY AND COMPLETENESS
OF THE DRAWING IN THIS RESPECT IS NOT GUARANTEED. THE
EXACT LOCATION OF THESE UTILITIES AND SERVICES SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ALL CONFLICTS TO BE IMMEDIATELY REPORTED TO
WEDLER ENGINEERING.
PROP. STREET TREES. REFER
TO LANDSCAPE ARCHITECT
DRAWINGS FOR DETAILS
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
SRW
E
[
.
P
L
A
N
L
M
P
2
8
3
5
0
ONSITE STORMWATER MANAGEMENT
TIER A LOT WILL BE GRADED AND STORM RUNOFF WILL BE DIRECTED TO THE
NEAREST LANDSCAPE BUFFER WHERE 50% MAR WILL BE RE-USED.
50% MAR = 36.72mm
SITE AREA = 1800m2
TIER A VOLUME = 36.72mm x 1800m²= 66.10m³
TOPSOIL VOID RATIO = 0.23
LANDSCAPE AREAS:
0.6m DEPTH = 290m2x0.6m = 174.0m³
0.3m DEPTH = 420m22x0.3m = 126.0m³
TOTAL TOPSOIL VOLUME = 174.0m³+126.0m³ = 300m³
EFFECTIVE TOPSOIL VOLUME = 300m³x0.23 = 69m³
TIER A VOLUME REQUIREMENT 66.10m³ < PROPOSED EFFECTIVE TOPSOIL VOLUME 69.0m³.
THEREFORE, TIER A REQUIREMENTS ARE SATISFIE&
TIER B OVERFLOW FROM TIER A WILL BE COLLECTED, DETAINED UNDERGROUND,
AND RELEASED AT THE 1:2 YEAR FORESTED FLOW RATE
1:2 YEAR FORESTED FLOW RATE = 0.00078m3/s
REQUIRED DETENTION VOLUME = 39.33m3
TIER C(MINOR)STORM EVENTS EXCEEDING TIER B WILL BE COLLECTED AND THE 1:10 YEAR FLOW
WILL BE RETAINED UNDERGROUND AND RELEASED AT THE 2-YEAR PRE-DEVELOPMENT
FLOW RATE.
TIER C(MAJOR) STORM EVENTS EXCEEDING TIER C-MINOR RAINFALL EVENTS SHALL BE SAFELY DIRECTED AWAY
FROM PROPERTY AND TOWARD THE EXISTING 100 YEAR FLOW ROUTE, ALONG RIVER ROAD.
STORMWATER MANAGEMENT PLAN
1:1500 o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
OVERLAND FLOW DIRECTION
MAJOR CATCHMENT BOUNDARY
MINOR CATCHMENT BOUNDARY
EXISTING STORM SEWER
EXISTING MANHOLE LABELS
CATCHMENT AREA (ID AND AREA)
LEGEND
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26SWMP
20786 RIVER ROAD
08 10
S19-0305/B
SITE
W
X X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
SILTATION CONTROL
1.ALL WORK IS TO BE UNDERTAKEN AND COMPLETED BY THE CONTRACTOR IN SUCH MANNER AS TO
PREVENT THE RELEASE OF SEDIMENT LADEN WATER INTO ANY STORM SEWER, LAWN DRAIN, CATCH
BASIN OR WATERCOURSE.
2.SILTATION WORKS SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO ANY WORK IN THE AREA
FOR WHICH THE SILT CONTROL WORKS ARE INTENDED. ALL SILTATION CONTROLL WORKS SHALL BE
INSPECTED AT TIME OF INSTALLATION BY WEDLER ENGINEERING LLP.
3.SILTATION CONTROL WORKS, INCLUDING FENCES, BERMS AND SETTLEMENT PONDS ARE TO BE
MAINTAINED BY CONTRACTOR AT ALL TIMES TO ASSURE PROPER OPERATION. REPLACEMENT OF
FENCES OR ROCK BERMS, THE JET VAC OF SEWERS AND THE CLEANING OF SUMPS MAY BE
REQUIRED DURING THE COURSE OF CONSTRUCTION, AS DIRECTED BY WEDLER ENGINEERING LLP.
4.ALL SILTATION CONTROL WORKS ARE TO REMAIN IN PLACE UNTIL BUILDING ACTIVITIES ARE 90%
COMPLETE AND VEGETATION ON EXPOSED AND DISTURBED AREAS HAS DEVELOPED TO PROVIDE
ADEQUATE EROSION PROTECTION.
5.IMMEDIATELY UPON INSTALLATION, ALL CATCH BASINS AND LAWN DRAINS SHALL BE FITTED WITH AN
APPROVED CATCH BASIN DONUT BY THE CONTRACTOR TO PREVENT SILT FROM ENTERING INTO ANY
STORM SYSTEMS.
6.DURING CONSTRUCTION THE CONTRACTOR MAY NEED TO EMPLOY ADDITIONAL MEASURES (SUCH
AS SURFACE SWALES, TRENCHES OR FILTER FABRIC FENCES) TO MINIMIZE SILT CONTAMINATED
SURFACE RUNOFF, AS DIRECTED BY WEDLER ENGINEERING AND/OR THE ENVIRONMENTAL
MONITOR.
SEQUENCE OF CONSTRUCTION TO FACILITATE EROSION & SEDIMENT (ONSITE)
1.SILTATION FENCES TO BE PLACED WHERE ONLY SHALLOW POOLS CAN FORM OR WHERE SHEET OR
OVERLAND FLOW IS EXPECTED, INSTALL SILT FENCES AS 'SMILES', BY THE DEVELOPER'S
CONTRACTOR.
2.CONSTRUCT SITE ACCESS PAD AS PER DETAIL, THIS SHEET.
3.CLEARING AND GRUBBING OF SITE TO PROCEED FROM SOUTH TO NORTH. MAINTAIN WITHIN
PROPERTY BOUNDARY, STOCKPILED MATERIAL TO BE COVERED WITH POLY SHEETING AND
WEIGHTED DOWN.
4.IMMEDIATELY FOLLOWING STRIPPING OF TOPSOIL MOVE HEAVY TRACKING EQUIPMENT UP AND DOWN
PERPENDICULAR TO THE SLOPE.
5.TEMPORARILY STABILIZE DISTURBED EARTH BY USING 19mm CRUSHED GRAVEL OR HAND-SPREAD
(MIN. 25mm THICK) STRAW TO COVER 80-100% OF THE SOIL AND CONTROL SEDIMENT RUN-OFF.
6.INSTALL CUT-OFF DITCHES WITH ROCK BERMS.
SITE ACCESS
1.CONSTRUCTION ACCESS TO SITE SHALL BE LIMITED TO ROCK PAD LOCATION ONLY.
2.FRACTURED ROCK ACCESS PAD SHALL BE SCARIFIED OR FORTIFIED WITH ADDITIONAL ROCK AS
REQUIRED TO ENSURE THAT TRUCK WHEELS ARE KNOCKED CLEAN OF SEDIMENT.
3.THE CONTRACTOR SHALL REGULARLY CLEAN PAVED ROAD SURFACES OF ACCUMULATED SEDIMENTS
AT THE END OF EACH WORK DAY, OR AS REQUIRED. PAVED SURFACES SHALL BE SWEPT, NOT
FLUSHED.
MONITORING OF SILT CONTROL MEASURES
1.WEDLER ENGINEERING LLP. OR AN ENVIRONMENTAL MONITOR, AS CHOSEN BY THE DEVELOPER,
WILL MONITOR THE QUALITY OF DISCHARGE WATER THROUGHOUT THE COURSE OF THE PROJECT.
2.THE CONTRACTOR SHALL PERFORM REMEDIAL ACTION TO CORRECT DEFICIENCIES IN SILTATION
CONTROL WORKS AS INSTRUCTED BY THE ENVIRONMENTAL MONITOR OR BY WEDLER ENGINEERING
LLP.
3.WATER DISCHARGED FROM THE SITE SHOULD MEET THE CITY OF MAPLE RIDGE GUIDELINES:
- TURBIDITY - SITE DISCHARGE TO BE ANALYZED FOR TSS WILL BE TRIGGERED BY READINGS
OF OVER 20 NTU
-25 mI/L DURING DRY WEATHER
-75 mI/L DURING THE RAINY PERIOD
- PH BETWEEN 6 AND 9.
- AT A MINIMUM OF 1 PER WEEK AND WITHIN 24 HRS OF A SIGNIFICANT RAIN EVENT DURING
THE PERIOD FROM OCT.16 - MAY 15.
- AT A MINIMUM OF 1 EVERY 2 WEEKS AND WITHIN 24 HRS OF A SIGNIFICANT RAIN EVENT DURING
THE PERIOD FROM MAY.15 - OCT.15.
INSTALL ROCK
ACCESS PAD, SEE
DETAIL ON SHEET.
INSTALL SILT FENCE SEE
DETAIL ON THIS SHEET.
COVER ALL STOCKPILED
MATERIAL WITH POLY SHEETING
AND SURROUND WITH SILT
FENCE. POLY SHEETING TO BE
WEIGHED DOWN (TYP.)
ROAD SWEEPING TO BE IMPLEMENTED
REGULARLY AND AS REQUIRED BY THE ESC
SUPERVISOR OR THE DISTRICT OF MAPLE
RIDGE AND DAILY DURING CONSTRUCTION.
STAGE 1 - CLEARING AND GRUBBING
1:250
CONSTRUCTION IS NOT TO COMMENCE
UNTIL ESC PERMIT HAS BEEN ISSUED
IF DISCHARGE WATER QUALITY DOES NOT MEET THE REQUIRED
GUIDELINES, ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE DEPLOYED AT THE OWNER'S EXPENSE.
ADDITIONAL MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO,
PORTABLE TREATMENT FACILITIES, STORM-KLEAR GEL-FLOC ETC. IF
RH LEVELS IN DISCHARGE WATER ARE NOT BETWEEN 6 AND 9, THEN
DISCHARGE WATER MUST BE TREATED WITH C02 GAS REGULATED
THROUGH A DIFFUSER CAPABLE OF OPERATING UP TO 40L/s
1
1
1
1
0.50m
0.
4
5
m
M
I
N
SECTION PROFILE
MAX. 15.0m
WATER LEVEL (TYP.)
DIRECTION OF FLOW.
INVERT AND SIDES OF DITCH
LINED WITH POLY SHEETING
OR APPROVED ALTERNATE
CRUSHED GRAVEL
CHECK BERM.
BURLAP ON UPSTREAM SIDE
WITH MIN. 300mm OF WASHED
RIVERSAND ON TOP.
25mm - 75mm CRUSHED
GRAVEL CHECK BERM.
CLASS B RIPRAP
GEOTEXTILE FABRIC
25mm THICK
FLOOD POOL
2.25m
WASHED STONE FACING
1.5
MIN.
1.
5
M
A
X
UNDISTURBED SOIL
GEOTEXTILE FABRIC
1.0
1.2 MIN.45
0
m
m
2:1 MA
X
1:1
A
SECTION A - A
DITCH FLOW
SILT FENCE DETAIL
N.T.S.
TIE BELT
AMOCO 1380/2125
SILT STOP OR
APPROVED EQUAL
50x50 WOOD STAKE OR
STEEL POST @ MAX 2.0m
SPACING
BACKFILL FLOW
15
0
m
m
CUT-OFF DITCH
N.T.S.
SILT TRAP DETAIL
N.T.S.
CUT-OFF DITCH . SEE
DETAIL ON THIS SHEET.
SILTATION CHECK BERM AT
MAX 15m SPACING (TYP.)
ALL PONDING OF WATER
ENCOUNTERED IN EXCAVATION
TO BE PUMPED TO THE NEAREST
CUT-OFF DITCH UPSTREAM OF
SEDIMENT TRAP (TYP.)
MAKE EVERY POSSIBLE EFFORT TO
MINIMIZE AMOUNT OF SOIL TRANSPORTED
FROM CONSTRUCTION TO ROADWAY.
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26ESC PLAN - STAGE 1
20786 RIVER ROAD
09 10
INSTALL SILT TRAP, SEE
DETAIL ON THIS SHEET.
S
S
S
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
XX
W
W
W
D
S
X
X
S
S
S
W
10
0
0
12
0
0
14
0
0
W
W
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
D
S
X
X
MAINTAIN ROCK
ACCESS PAD.
ENSURE SILT CONTROL FENCING
IS IN PLACE AND IN OPERATING
CONDITION AT ALL TIMES.
COVER ALL STOCKPILED
MATERIAL WITH POLY SHEETING
AND SURROUND WITH SILT
FENCE. POLY SHEETING TO BE
WEIGHED DOWN (TYP.)
ROAD SWEEPING TO BE IMPLEMENTED
REGULARLY AND AS REQUIRED BY THE ESC
SUPERVISOR OR THE DISTRICT OF MAPLE
RIDGE AND DAILY DURING CONSTRUCTION.
ROUGH GRADE EXCAVATED MATERIAL.
TRACK COMPACT AND IMMEDIATELY
HAND SPREAD STRAW OR STABILIZE
USING CRUSHED GRAVEL. REFER TO
CRITERA UNDER CLEARING STAGE.
SITE ACCESS ALL LICENSED
VEHICLES TO BE KEPT ON
GRAVEL PAD (TYP.)
STAGE 2 - ONSITE SERVICING
1:250
STAGE 3 - FINAL GRADING
1:250
ENSURE SILT CONTROL FENCING
IS IN PLACE AND IN OPERATING
CONDITION AT ALL TIMES.
INSTALLATION AND REMOVAL OF
TEMPORARY ESC MEASURES TO
BE CO-ODRDINATED WITH ESC
SUPERVISOR. DEPENDENT ON
WEATHER CONDITIONS.
OPERATION TO BE DONE IN CUT AND
COVER MANNER IN FAVOURABLE
WEATHER CONDITIONS. PAVE SITE,
COMPLETE BUILDING CONSTRUCTION
AND COMPLETE LANDSCAPING.
ALL PONDING OF WATER
ENCOUNTERED IN EXCAVATION TO
BE PUMPED TO THE NEAREST
CUT-OFF DITCH UPSTREAM OF
SEDIMENT TRAP (TYP.)
CUT-OFF DITCH. SEE
DETAIL THIS SHEET.
SILTATION CHECK BERM AT
MAX 15M SPACING (TYP.)
MAKE EVERY POSSIBLE EFFORT TO
MINIMIZE AMOUNT OF SOIL TRANSPORTED
FROM CONSTRUCTION TO ROADWAY.
BYREVISIONDATENo.
GOLDEN RIDGE PROPERTIES LTD. PARTNERSHIP
OF
DWG. No.
SHEET
DATE
S/L
I.P.
X
TEL
HYD
W/M
GAS
SAN
STM
Surrey
www.wedler.com
Chilliwack
Courtenay
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
Abbotsford
1.604.746.0300
CITY O) 0APLE RIDGE
ENGINEERING DEPART0ENT 208-20423 DOUGLAS CRESCENT, LANGLEY BC
2019 NOV 26ESC PLAN - STAGES 2 & 3
20786 RIVER ROAD
10 10
SILT FENCE DETAIL
N.T.S.
TIE BELT
AMOCO 1380/2125
SILT STOP OR
APPROVED EQUAL
50x50 WOOD STAKE OR
STEEL POST @ MAX 2.0m
SPACING
BACKFILL FLOW
15
0
m
m
805 - 271 Francis Way
New Westminster BC V3L 0H2
Office 604-540-4122
____________________________________________________________________
Mark McMullen February 21, 2023
Manager of Development and Environmental Services
City of Maple Ridge
11995 Haney Place
Maple Ridge, BC Canada V2X 6A9
re: 2019-393-RZ (20786 River Road) - Coordinated Assessment Strategy Statement
The project consists of six (6) single detached dwelling units on strata lots, to be built on a
vacant parcel, with road dedication and roadworks (including creation of street parking).
Professional consultants of the coordinated team:
Development Mgmt - KeyPlan (Kevin Key)
Landscape Architecture - Greenway (Paul Whitehead)
Arborist - Koome Urban Forestry (Kelly Koome)
Building Designer - D3 Dimension Design (Kirsten Sutton)
Engineering (Geotechnical) - EXP (Jonah Schwab)
Engineering (Civil) - Wedler (Stanley Reid)
I have reviewed consultant reports and drawings and to the best of my ability, find no
incompatibilities with regard to recommendations, standards, policies, or guidelines resulting
from the related work of the professional consultants.
I confirm that project design details and environmental standards of the lot layout submitted,
meet or exceed compliance with federal and provincial regulations which apply and meet or
exceed compliance with municipal bylaws, policies and guidelines as identified and provided
(or allowed and varied) by City staff or Council.
Kevin Key
KeyPlan Development Mgmt
cc: project consultants, as listed above
CONTEXT PHOTOS - Appendix A1
20786 River Road - 2019-393 -RZ
Aerial view - southward
CONTEXT PHOTOS - Appendix A2
20786 River Road - 2019-393 -RZ
Frontage - east view
Southeast corner - from schoolgrounds
South lot line - looking north from schoolgrounds - shipping container to be relocated
Panhandle driveway
on west side - Beech trees