Legend FRASER RIVER
9
1
12 5 3 FLEX-USE DECK
1
Concrete Pathway
2
Flex-Use Plaza
3
Flex-Use Deck
4
Granular Surfacing
5
Feature Raised Deck
6
Concrete Seat Steps
7
Concrete Stairs and Handrails
8
Retaining Wall with Railing
9
Wharf Perimeter Railing
10
Linear Seating
11
Movable Furnishing
12
Removable Shade Umbrella
13
Post-Top Lights
14
Future Pop-Up Concession
15
Future Naturalized Furnishing
16
Removable Vehicular Rated Bollard
17
Planting
11 5
13
2 FLEX-USE PLAZA
4 4
15
8 10
14
CONCESSION ZONE DIKE TRAIL CONNECTOR
1
MAIN DIKE PATHWAY
PP 2-YD GARBAGE
6 6
SEAT STEPS
17
17
17
SEAT STEPS
7
EXISTING RAMP
16
8
PUBLIC PLAZA
PP
1 SPOT ON THE WATER PARK
CHISHOLM STREET
PP
PP
Chisholm Street Wharf Revitalization | 2025 Public Engagement Development and Material Plan
RIVER REACH
GE ST ORG R E IA ET
FH
PN
SCALE BAR
0
5
10
20
TN
DESTINATION
FLEXIBILITY COMMUNITY
Chisholm Street Wharf Revitalization | 2025 Public Engagement Precedent Images
1.00m PL
FRASER RIVER
PL
0.00m
2
6740 EXISTING RAMP
CHISHOLM STREET
4.00m
2.00m
ex.2.85
3.00m
FG 3.47m
0m 3.7 9m FG 3.3 EX
0m 3.7 2m FG 3.4 EX
0m 3.7 2m FG 3.4 EX
ex.3.17
PL
SLOPE ~1 4%
0m 3.7 4m FG 3.4 EX
0m 3.7 4m FG 3.4 EX
0m 3.7 4m FG 3.4 EX
0m 3.7 4m FG 3.4 EX
CHISHOLM 0m 3.7 9m WHARF FG 3.3 X E
0m 3.7 8m FG 3.2 EX
0m 3.7 1m FG 3.3 EX
0m 3.7 0m FG 3.4 EX
0m 3.7 9m FG 3.2 EX
0m 3.7 5m FG 3.2 EX
0m 3.7 3m FG 3.4 EX
0m 3.7 3m FG 3.4 EX
0m 3.7 9m FG 3.3 EX
0m 3.7 7m FG 3.3 EX
0m 3.7 8m FG 3.2 EX
0m 3.7 2m FG 3.4 EX 0m 3.7 G F
0m 3.7 7m FG 3.3 EX
0m 3.7 8m FG 3.3 EX
0m 3.7 8m FG 3.3 EX
0m 3.7 3m FG 3.2 EX
53 2.8ey FG urv S
7m
FG
3.4
TW
0.00m
4
3
0m
3.6
Section through Secondary Amenity, Existing Ramp and Chisholm Street
3m
1:100
2.6
FG
FG Surv3.139 ey m
TW 0m m 3.4 02 FG 3.4 EX 3m
FG int 1.935 m
2100 PATH
1.5 Surv86m ey
2.00m
3.00m 2.00m
0.00m
1.00m
0m 3.7 0m FG 3.3 EX
0m 3.7 9m FG 3.2 EX
E
0m 3.7 8m FG 3.2 EX
0m 3.7 1m FG 3.3 EX
0m 3.7 0m FG 3.4 EX
0m 3.7 9m FG 3.2 EX
0m 3.7 5m FG 3.2 EX
0m 3.7 7m FG 3.3 EX
TW
112 East Broadway Vancouver, BC V5T 1V9 T: 604.738.4118 perryandassociates.ca
3m m 2.6 .47 TS G 3 F
3R @.16
BS
TW
3m
3.1
4.0
EXISTING 0m 3.6 RAMP TW
2.6
3m TW 2.3 67m Surve FG 1.9 y Surve 48m y
3m
2.6
FG
2.6
SLOPE ~0.7%
TW
3
3.1
0m
T
.6 S3
m .60
FG EX 3.60m 3.1 76m
3R @.126 BS 3.2 2
3.7
3.00m
6m m 3.6 24 FG 3.2 EX 4m 3m m 3.6 3.6 54 PP FG FG 3.2 EX
TW
3
TW
m
2.6
FG
FG int 1.86m FG
m
FG 2.8 Surve 77m y
Date
FG 3.70m
2m
3.1
FG FG 3.60m 3.2 19m
Issu No.
FG 3.2 6m EX 3.0 66m
3.4 SECONDARYFGAMENITY ex.3.49
1m
FG
3.4
2-YD GARBAGE
m
.60
3 TS
2.00m
FG FG 3.60m 3.2 27m
2m
TW
FG 3.2 EX 3.2 6m 0m
TW 2.9 90m Surve FG 1.8y Surve 88m y
TW 3.1 72m Surve y FG 1.8 Surve 63m y
FG 3.1 Surve 70m TW 3.1y69 m Surve y
3.1
6R @.16
FG 1 int .650
FG 1.3 Surv75m ey FG int 1.935 m
1.5 26 Surv m ey
CHISHOLM ST FG 1.3 Surv21m ey
10
FG
.7 m
1.5 Surv86m ey
FG
1.4
3m
PP
FG int 2.01m
2.6
BS
2.1
TW
2.6
1.00m
3m
5m
FG FG 1.1 1.2 97Sm 55m rve Surv u y ey
FG 1.4 Surv80m ey FG 1.5 4 Surv 6m ey
4
FG
1.6 Surv99m ey
TW 2.1 98m Surve y FG 1.9 Surve 30m y
1
FG
1.4 6 Surv 0m ey
KEY PLAN 1.5 78 Surv m ey
EXISTING RAMP
2.6 3m TW 2.3 67m Surve FG 1.9 y Surve 48m y
2
1.2 50 Surv m ey
3
TW
0.00m
FG 1.3 Surv54m ey
FG 1.2 Surv38m ey
FG
FG Surv1.364 ey m
3R @.16 2.6
FG EX 2.14m 2.1 39m
m
FG Surv1.433 ey m
TW
FG EX 2.15m 2.0 15m
FG FH
TS
TW TW Surv 3.21 Surv 3.19 ey 6m ey 0m
2.6
FG EX 2.15m 2.0 15m
FG
1.5 9 Surv 5m ey
FG Surv1.71 ey 6m
1.5
FG SFurv2.10 G 1ey 3m .3 Surv93m ey PP
FG SFuGrv11.87 e.5y994m m Surv ey
51m
FG Surv1.589 ey m
3m
TW
1
PUBLIC PLAZA
FG Surv1.96 ey 0m
FG 1.4 Surv73m ey
FG
1.5
51m
FG 1.3 Surv75m ey
FG 1.3 Surv93m ey
FG 1.4 Surv73m ey
FG 1.3 Surv21m ey PP
PP
FG
1.5 9 Surv 9m ey
CHISHOLM ST
FG
FG
FG
1.5 26 Surv m ey
1.5 9 Surv 5m ey
1.2 50 Surv m ey
FH
Section through Chisholm Wharf 1:100
FG 1.3 Surv54m ey
FG 1.2 Surv38m ey FG FG 1.1 1.2 97Sm 55m rve Surv u y ey
FG
1.4 6 Surv 0m ey
KEY PLAN
3500 EX. LOADING DOCK POTENTIAL PUBLIC ART
3.60m
2.08m
53 2.8ey FG urv S
7m
0m
FG
3.6
m .60
TW
0m 3.7 3m FG 3.2 EX
0m 3.7 8m FG 3.3 EX
0m 3.7 8m FG 3.3 EX
TW 2.9 90m Surve FG 1.8y Surve 88m y
4m
FG
2m
3m
TW
PP
CHISHOLM STREET 2.63m
ex. 3.22
0m 3.7 7m .3 FGFG33.2 6m EX EX 3.20m m 0 3.7 FG
0m m 3.6 15 FG 3.2 EX
TW 2.1 98m 5% Surve y FG 1.9 Surve 30m y
5%
FG Surv2.12 ey 1m
2
BS 3.22m
ex. 3.54
TW
2.6
3.60m
FG 3.70m
5.00m Issues No. 4.00mDescription
0m 3.7 8m FG 3.2 EX
0m 3.7 7m FG 3.3 EX
0m 3.7 9m FG 3.3 EX
2-YD GARBAGE
5m m 3.6 48 FG 3.1 EX
8m
TW
2.1 5m
m 51 2.8ey FG urv S
0m 3.7 3m .4 FGFG 33.2 6m EX EX 3.066 m
880 WHA
2400 PATHWAY
3m
FG Surv1.579 ey m
CHISHOLM STREET
ex. 3.38
3.1
6R @.16
2.6 3m
CHISHOLM 0m 3.7 9m WHARF FG 3.3 X
0m 3.7 4m FG 3.4 EX
0m 3.7 2m FG 3.4 EX 0m 3.7 FG
4m m 3.6 TW 21 FG 2.7 3.172m EX Survey FG 1.8 Surve 63m y
FG 3.1 Surve 70m TW 3.1y69 m Surve y
3m
FG Surv1.727 ey m
1.6 Surv99m ey
BS 3.22m
ex. 3.38
2.63m
ex. 3.22
LOCKBLOCK (TO BE CONFIRMED)
1.00m
FG
2m
68m
POTENTIAL PUBLIC ART 3000 2100 PATH PATH
SLOPE ~0.7%
4.00m
TW
2m
3.1
FG FG 3.60m 3.2 19m
TW
FG 1.4 Surv80m ey FG 1.5 4 Surv 6m ey
FG
1.4
3.6
2m
3500 EX. LOADING DOCK
36406 CHISHOLM WHARF 15500 STEPPED SEATING
TW
FG Surv3.139 ey m
1.5 78 Surv m ey
FG
FG
0m
m FG3.47 6m 3 .89 EFG 0m X 3 2.6 EX .176m
1m 3.4 TW FG TW Surv 3.21 Surv 3.19 ey 6m ey 0m TW
LINE OF EXISTING PATHWAY
FG int 1.86m
.7 m
0m
TW
PL
ex. 3.54
Site Planning
3.4
2.08m
plot date: 2025-06-04
3.00m
5.00m
0m 3.7 2m FG 3.4 EX
10.7m
FG 3.70m
4.00m
0m 3.7 2m FG 3.4 EX
1m
FG EX 2.14m 2.1 39m
3
10
3.6
3R @.126 BS 3.2 2m
FG
PL
3000 PATH
3.1
TS
FG int 2.01m
FG Surv1.433 ey m FG Surv1.364 ey m
3.6
FG EX 2.15m 2.0 15m
68m
36406 CHISHOLM WHARF
FG
FG 1 int .650 m
FG Surv1.579 ey m
PL
3000 PATHWAY
0m 3.7 4m FG 3.4 EX
0m 3.7 3m FG 3.4 EX
3.4 SECONDARYFGAMENITY
6m m 3.6 24 FG 3.2 EX 4m 3m m 3.6 3.6 54 PP FG FG 3.2 EX 0m 3.6 FG TS 3m m FG 3.60 3.2 m 3.5 10 27m FG 2.8 EX
3.6
2.6
FG Surv2.10 ey 3m
FG Surv1.71 ey 6m
FG Surv1.589 ey m
5.00m
0m 3.7 4m FG 3.4 EX
0m 3.7 4m FG 3.4 EX
7m
0m
3.7
10.7m
FG Surv1.87 ey 4m
FG Surv1.727 ey m
TW
2.6
PUBLIC PLAZA
PP
Section through Secondary Amenity, Existing Ramp and Chisholm Street
PL
3m
TW
FG EX 2.15m 2.0 15m
FG Surv1.96 ey 0m
1:100
2.6
5%
FG Surv2.12 ey 1m
LINE OF EXISTING PATHWAY
15500 STEPPED SEATING
0m 3.7 5m FG 3.4 EX
FG 2.8 Surve 77m y
FG
0m
TW
2m
5%
0m
3.7
4m
0m m 3.6 15 FG 3.2 EX
m .12
3m
TW
FG
5m m 3.6 48 FG 3.1 EX
m .08
PL
TW
3000 PATHWAY GUARDRAIL DESIGN TO BE CONFIRMED
0m 3.7 9m FG 3.3 EX
GUARDRAIL DESIGN TO BE CONFIRMED
PL
1m
3.4
TW
WHARF FFE TO BE CONFIRMED, SEE NOTE
0m 3.7 6m FG 3.4 EX
m
PL
4m m 3.6 21 FG 2.7 EX
3m m 3.5 10 FG 2.8 EX
PL
0m m 3.4 02 FG 3.4 EX FG
GUARDRAIL DESIGN TO BE CONFIRMED
0m 3.7 8m FG 3.4 EX
4
3
m 51 2.8ey FG urv S
2%
7m m 3.4 96 FG 2.8 EX
WHARF FFE TO BE CONFIRMED, SEE NOTE
0m 3.7 8m FG 3.4 EX
1
1.00m
1
0m 3.7 8m FG 3.4 EX
1:100
0m 3.7 7m FG 3.4 EX
0m 3.7 8m FG 3.4 EX
2.00m
0.00m
+ Associates Section through Chisholm Wharf andPerry Flexible Plaza, Seating Landscape Architecture
0m 3.7 8m FG 3.4 EX
4 0m 3.7 9m FG 3.2 EX
0m 3.7 0m FG 3.3 EX
0m 3.7 7m FG 3.3 EX
0m 3.7 5m FG 3.4 EX
3
0m 3.7 9m FG 3.4 EX
PL
CHISHOLM STREET
ex.2.20
1
0m 3.7 7m FG 3.4 EX
0m 3.7 6m FG 3.4 EX
FG 3.41m ex.2.20
ex.2.85
0m 3.7 8m FG 3.4 EX
0m 3.7 4m FG 3.4 EX
0m 3.7 4m FG 3.5 EX
0m 3.7 8m FG 3.4 EX
0m 3.7 9m FG 3.4 EX
PL
1.00m
SLOPE ~1 4%
ex.3.17
0m 3.7 8m FG 3.4 EX
1
REMOVABLE BOLLARD
FG 3.41m
0m 3.7 8m FG 3.4 EX
PL
3.00m
FG 3.47m
0m 3.7 8m FG 3.4 EX
4
3
5.00m
0m 3.7 8m FG 3.4 EX
4
EXISTING TOP OF DIKE
4.00m
0m 3.7 9m FG 3.4 EX
2
PL
5.00m
0m 3.7 4m FG 3.5 EX
PL
REMOVABLE BOLLARD
6740 EXISTING RAMP
0m 3.7 8m FG 3.4 EX
PL
2000
3000
9000
EXISTING TOP OF DIKE
FRASER RIVER
0m 3.7 4m FG 3.4 EX
0m 3.7 9m FG 3.4 EX
PL
2000
3000
9000
PL
2%
PL
Note: - Landscape sections are illustrative and to be confirmed with Civil survey, existing water line and adjacent grades. - Foreshore restoration to be reviewed by Environmental. - Existing grades to be verified and annotated on sections. - Construction to be in addition to existing dike elevation. - Wharf FFE and surfacing assemblies to be confirmed.
LOCKBLOCK (TO BE CONFIRMED)
0.00m
2
Section through Chisholm Wharf, Feature Bench and Chisholm Street 1:100 2
Section through Chisholm Wharf, Feature Bench and Chisholm Street 1:100 PL
Seal:
PL
PL
3000 PATH
2800 CHISHOLM WHARF (BEHIND) GUARDRAIL DESIGN TO BE CONFIRMED
Sea
PL
1830 SEATING STEPS
6026 PUBLIC PLAZA
3000 PATH
GUARDRAIL DESIGN TO BE CONFIRMED
3000 PATH
2800
CHISHOLM WHARF (BEHIND)
5.00m GUARDRAIL DESIGN TO BE CONFIRMED
1830 SEATING STEPS
3000 PATH
CHISHOLM STREET
6026 PUBLIC PLAZA
GUARDRAIL DESIGN TO BE CONFIRMED
CHISHOLM STREET
4.08m
4.00m
5.00m
3.00m
4.00m
3.64m
3.60m 3.00m 3.64m 2.63m
2.15m
ex. 2.72
2.00m
3.00m
LOCKBLOCK (TO BE CONFIRMED)
4.08m 3.60m
ex. 2.01
3.00m
1.00m
2.00m
0.00m
LOCKBLOCK (TO BE CONFIRMED)
1.00m
COPYRIGHT RESERVED
2.63m 2.15m
ex. 2.72 ex. 2.01
This drawing is and shall remain the property of Perry and Associates Inc., and Perry and Associates Inc. shall retain the copyright therein. This document shall not be reproduced or used for additions or alterations to the project or for the purpose of any other project without the prior written consent of Perry and Associates Inc.
0.00m Client:
COP
This Asso copy used purp cons
Clie
3
Section through Chisholm Wharf and Flexible Plaza, Seating Steps, Street Plaza and Chisholm Street 1:100 3
Section through Chisholm Wharf and Flexible Plaza, Seating Steps, Street Plaza and Chisholm Street 1:100
GUARDRAIL DESIGN TO BE CONFIRMED
5.00m 4.00m 3.00m
6482 SEATING DECK
8800 WHARF
2400 PATHWAY
GUARDRAIL DESIGN TO BE CONFIRMED
FG 3.70m
2400 PATHWAY
4.00m
2.00m
3.00m
1.00m
2.00m
0.00m
1.00m
Project Title:
6482 SEATING DECK
8800 WHARF
2400 PATHWAY
Ladner Street Wharf
Pro
FG 3.70m
5.00m
ex.3.49
2400 PATHWAY
4845, 4849, 4857 and 4865 Chisholm Street, Delta, BC
ex.3.48
FG 3.70m ex.3.49
0.00m
FG 3.70m ex.3.48
Drawing Title:
Illustrative Sections
Project North:
Dra
Drawn By:
SC
4
Section through Chisholm Wharf 4
Section through Chisholm Wharf 1:100
plot date: 2025-06-04
Note: - Landscape sections are illustrative and to be confirmed with Civil survey, existing water line and adjacent grades. Note: - Foreshore restoration to be reviewed by Environmental. - Landscape sections are illustrative and to be confirmed with - Existing grades to be verified and annotated on sections. Civil survey, existing water line and adjacent grades. - Construction to be in addition to existing dike elevation. Foreshore restoration to be reviewed by Environmental. - Wharf FFE and surfacing assemblies to be confirmed. - Existing grades to be verified and annotated on sections. - Construction to be in addition to existing dike elevation. - Wharf FFE and surfacing assemblies to be confirmed.
Chisholm Street Wharf Revitalization | 2025 Public Engagement Illustrative Sections plot date: 2025-06-04
Pro
Checked By:
1:100
JS Scale:
Job No.:
25005
Sca
Sheet No.:
L4.0
She
Chisholm Street Wharf Revitalization | 2025 Public Engagement Early Preliminary Concept
Chisholm Street Wharf Revitalization | 2025 Public Engagement Early Preliminary Concept
Chisholm Street Wharf Revitalization | 2025 Public Engagement View from Spot on the Water Park, Looking Northeast
Chisholm Street Wharf Revitalization | 2025 Public Engagement View from Fraser River, Looking South
Chisholm Street Wharf Revitalization | 2025 Public Engagement Night View along the Dike, Looking West