Mon

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ust

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COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

DRAWN BY CHECKED BY

PROJECT

DRAWING

SHEET

ISSUED FOR DATE REV

COVER SHEET

PB-001

13/08/2018TENDER 0

MEMORIAL SOUTH PARKOUTDOOR FITNESS CENTRE

MEMORIAL SOUTH OUTDOOR FITNESS CENTRE

VANCOUVER PARK BOARD2099 BEACH AVENUE, VANCOUVER BC CANADA, V6G 1Z4

DARREN MILLERPARK DESIGNER604-257-8402darren.miller@vancouver.ca

GENERAL NOTES:1. ALL UTILITIES SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. OBTAIN MAP OF UTILITIES FROM BC ONECALL PRIOR TO

STARTING ANY EXCAVATION ON SITE.2. THIS DRAWING FORMS PART OF A SET AND MAY NOT BE SEPARATED. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL

OTHER DRAWINGS IN THE SET AND ALL SPECIFICATIONS INCLUDED IN THE CONTRACT DOCUMENTS.\3. ANY AMBIGUITY IN THE DRAWINGS, SPECIFICATIONS OR DETAILS IS TO BE REPORTED TO THE CONTRACT ADMINISTRATOR FOR

DIRECTION. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS STAMPED AND SIGNED BY THE LANDSCAPEARCHITECT. CONTRACTOR NOT TO PROCEED IN UNCERTAINTY.

4. CONTRACTOR TO VISIT THE SITE TO CONFIRM ALL SITE CONDITIONS PRIOR TO SUBMITTING BIDS. DISCREPANCIES TO BEREPORTED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION.

5. LIMITS OF WORK TO BE CLEARLY UNDERSTOOD BY THE CONTRACTOR PRIOR TO ANY WORK TAKING PLACE ON THE SITE.CONTRACTOR TO CONTACT CONTRACT ADMINISTRATOR FOR DIRECTION IF CLARIFICATION IS REQUIRED.

6. CONTRACTOR TO LOCATE AND STAKE ALL UTILITIES PRIOR TO ANY EXCAVATION WORK OR PLANTING ON THE SITE. DO NOTPLANT DIRECTLY ABOVE UNDERGROUND UTILITIES. REPORT ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR FORDIRECTION.

7. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE FEATURES UNLESS SPECIFIED FOR REMOVAL /DEMOLITION. THIS INCLUDES ALL SURVEY BARS, STAKES AND MONUMENTS. MAKE GOOD ANY DAMAGE.

8. DRAWINGS MAY BE SCALED FOR APPROXIMATE LAYOUT ONLY. ALL MEASUREMENTS ARE METRIC.9. CONTRACTOR SHALL SUPPLY ALL MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE WORK SHOWN ON THESE DRAWINGS. ANY

DISCREPANCIES BETWEEN QUANTITIES SHOWN AND THE PLANT LIST SHALL BE REPORTED TO THE CONTRACT ADMINISTRATORFOR DIRECTION.

10. ALL MATERIALS SPECIFIED IN LANDSCAPE WORKS SHALL CONFORM TO THE BRITISH COLUMBIA LANDSCAPE STANDARD (BCLNA)LANDSCAPE STANDARD. CONTRACT TO REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS AND B.C.L.N.A.LANDSCAPE STANDARD, TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCEMENT OF WORK.

11. THE PARK BOARD DEVELOPMENT STANDARDS SHALL BE FOLLOWED BY ALL PARTIES OPERATING ON PARK BOARD PROPERTY;HTTP://VANCOUVER.CA/PARKS-RECREATION-CULTURE/PARK-DEVELOPMENT-STANDARDS.ASPX

12. UPON COMPLETION OF WORK EACH DAY, REMOVE ALL DEBRIS, GARBAGE AND SURPLUS MATERIALS FROM THE SITE. KEEP THESITE CLEAN AND USEABLE AT ALL TIMES.

13. CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPE FEATURES (BOTH HARDSCAPE AND SOFTSCAPE) FROM DAMAGE AND ISRESPONSIBLE FOR ANY DAMAGE INCURRED.

KEY PLAN

CONTACT

DRAWN BY

ROSS St.

Prince Albert St.

ASPHALT TURNAROUND:CONSTRUCTION STAGINGAREA

TRACK AND FIELD OVAL

SPORTS FIELD

E. 4

5th

AVE

.

E. 4

1st

AVE

.

PROPOSED OUTDOORFITNESS CENTRTE

FIELD HOUSE &CHANGE ROOMS

CONCESSIONBUILDING

CENOTAPH

Sheet List TableSheet Number Sheet TitlePB-001 COVER SHEET

PB-100 DEMO AND TREE PROTECTION PLAN

PB-200 LAYOUT PLAN

PB-300 MATERIALS PLAN

PB-400 GRADING AND DRAINAGE PLAN

PB-500 DETAILS

PB-501 DETAILS

N

MEMORIAL SOUTH PARK

SITE ACCESS VIAROSS ST.

ISSUED FOR DATE REV

13/08/2018TENDER

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MEMORIAL SOUTH PARKOUTDOOR FITNESS CENTRE

COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

SEAL OR STAMP

DRAWN BY CHECKED BY

PROJECT

DRAWING

SHEET

DEMO AND TREE PROTECTION PLAN

PB-100

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COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

SEAL OR STAMP

DRAWN BY CHECKED BY

PROJECT

DRAWING

SHEET

ISSUED FOR DATE REV

LAYOUT PLAN

PB-200

13/08/2018TENDER 0

MEMORIAL SOUTH PARK OUTDOORFITNESS CENTRE

Mon

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COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

SEAL OR STAMP

DRAWN BY CHECKED BY

PROJECT

DRAWING

SHEET

MATERIALS PLAN

PB-300

ISSUED FOR DATE REV

13/08/2018TENDER 0

MEMORIAL SOUTH PARK OUTDOORFITNESS CENTRE

Mon

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COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

SEAL OR STAMP

DRAWN BY CHECKED BY

PROJECT

DRAWING

SHEET

ISSUED FOR DATE REV

GRADING AND DRAINAGE PLAN

PB-400

13/08/2018TENDER 0

MEMORIAL SOUTH PARK OUTDOORFITNESS CENTRE

6mm RADIUS TOOLED EDGE

TYP. OF BOTH SIDES

EXPANSION JOINT FILL MATERIAL

REFER TO SPECIFICATIONS

SAW CUT CONTROL JOINT

EXPANSION JOINT FILL MATERIAL

REFER TO SPECIFICATIONS

FACE OF VERTICAL ELEMENT

(BUILDING, BENCH, CURB, ETC.)

JOINT SEALANT

REFER TO SPECIFICATIONS

FINISH GRADE OF CIP

CONCRETE PAVING

JOINT SEALANT

CIP CONCRETE PAVING

6mm RADIUS TOOLED EDGE

6

6

25 M

IN

.

12

6

NOTE:

WHERE DEPTH OF CIP

CONCRETE EXCEEDS 100mm

SAW CUT DEPTH TO BE MIN.

1/4 THE DEPTH OF CONCRETE

SAW CUT CONTROL JOINT

EXPANSION JOINT

EXPANSION JOINT AT VERTICAL ELEMENT

12

10M REINFORCING BARS @ 400mm O.C.

CIP CONCRETE CURB SET FLUSH WITH

ADJACENT GRADE

COMPACTED GRANULAR BASE

COMPACTED SUBGRADE

3-10M CONTINUOUS REINFORCING BARS, TYP.

NOTE:

1. MIN. 50mm COVER OF CONCRETE OVER ALL REBAR

2. ADJACENT CONDITIONS MAY VARY, REFER TO PROJECT PLANS

ADJACENT PLANTED AREA

REFER TO PLANS

10M REINFORCING BARS @ 400mm O.C.

CIP CONCRETE CURB SET FLUSH WITH

ADJACENT GRADE

COMPACTED GRANULAR BASE

3-10M CONTINUOUS REINFORCING BARS, TYP.

FINISH GRADE

ADJACENT PAVING CONDITION MAY VARY

REFER TO PLANS

ADJACENT LAWN AREA

REFER TO PLANS

2%

TO DRAIN

2%

COMPACTED SUBGRADE

150

150

150

150

TO DRAIN

300

300

125 50 50 125

50 50

COMPACTED SUB GRADE

NOTE:

1. ALL DEPTHS TO BE AS PER MANUFACTURER'S RECOMMENDATIONS.

BASE MAT

12.7mm WEARING COURSE

FINISH GRADE

REFER TO PB-400

COMPACTED GRANULAR BASE

150

CIP CONCRETE CURB

SEE DETAIL PB-500-4

10M REINFORCING BARS @ 400mm O.C.

3-10M CONTINUOUS REINFORCING BARS, TYP

NOTES:

1. DETAIL IS SUITABLE FOR PEDESTRIAN USE. FOR ROADWAYS WITH VEHICLES, REFER TO CITY OF

VANCOUVER STREETSCAPE RESTORATION MANUAL.

2. REVIEW AGGREGATE REQUIREMENTS WITH APPROPRIATE ENGINEER.

3. EDGE OF PATH TO BE CLEAN AND STRAIT. INSTALLATION TO BE REVIEWED AND APPROVED BY LANDSCAPE

ARCHITECT

EXISTING FINISHED GRADE

COMPACTED GRANULAR

OPEN GRADED COMPACTED SUB

BASE

ASPHALT

REINSTATE EXISTING SODDED

AREAS/HYDRAULIC SEED AREAS

DISTURBED BY CONSTRUCTION

INSTALL THICKENED EDGE WHERE

ADJACENT TO SOFTSCAPE

74

78

71

2% MIN. SLOPE - REFER TO GRADING PLAN

50 C

LE

AR

COMPACTED SUB GRADE

2% MIN. SLOPE - REFER TO GRADING PLAN

COMPACTED GRANULAR BASE

CIP CONCRETE PAVEMENT

REFER TO PLANS FOR FINISH

150

SEE LAYOUT PLAN FOR ADJACENT

SURFACES

WELDED WIRE MESH

102x102 MW9.1/MW9.1

NOTE:

1. CONTROL JOINTS AS PER DETAIL #2 TO BE PROVIDED 1.5m MIN. O.C. UNLESS SHOWN OTHERWISE ON PLAN,

NO TROWEL MARK

2. EXPANSION JOINTS COMES WITH FOAM JOINT FILLER TO BE PROVIDED 6m MAX. O.C. AND AT INTERFACE

WITH STRUCTURES SUCH AS WALLS, STEPS, AND CURBS

3. REFER TO DETAIL 1-01 FOR CONTROL AND EXPANSION JOINT DETAILS

150

100

OPEN FENCING 1.20m HEIGHT

2" x 4" TIMBER STAKES MAX 1.0m

O.C.

NOTE: NO STORAGE OF SOIL,

BUILDING MATERIALS WITHIN OR

AGAINST BARRIER.

20 0.6

25 0.8

35 1.0

40 1.2

45 1.3

50 1.5

55 1.7

60 2.0

75 2.5

90 3.0

100 3.3

SCHEDULE A - TREE PROTECTION BARRIER

NOTE; DIMENSIONS ON PLANS SUPERSEDE MINIMUM

DISTANCES SHOWN ON TABLE

TREE PROTECTION DISTANCE TABLE

TRUNK DIAMETER

CM FT

MINIMUM DISTANCE

FROM TRUNK (METERS)

1.2

1.5

2.1

2.4

2.7

3.0

3.3

3.6

4.5

5.0

6.0

NOTE:

TREE PROTECTION BARRIERS MUST BE AT LEAST

1.20m IN HEIGHT AND CONSTRUCTED OF EITHER

SNOW FENCING SECURELY FASTENED TO 2x4

TIMBER STAKES, NO FURTHER THAN 1.00m APART.

1.2

m M

IN

.

MINIMUM SETBACK FROM ADJACENT

WALKWAYS

EXISTING FINISHED GRADE

3300mm MIN.

200m

m M

IN

.

19mm MINUS AGGREGATE

MIN. 200mm DEPTH

12" L WOOD STAKES @ MAX. 10' O.C.

TYP. OF BOTH SIDES

TRIAXIAL GEOGRID (NILEX TX140 OR

APPROVED EQUAL)

NATIVE NON-COMPACTED SUBGRADE

NOTES:

1. LAYOUT OF ACCESS ROAD TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO

INSTALLATION.

2. INSTALLATION OF GEOTEXTILE AND GEOGRID TO BE REVIEWED BY OWNER'S REPRESENTATIVE

PRIOR TO PLACEMENT OF AGGREGATE.

3. COMPLETED ACCESS ROAD TO BE REVIEWED BY OWNER'S REPRESENTATIVE PRIOR TO USE.

NON-WOVEN GEOTEXTILE BASE LAYER

(NILEX 4545 OR APPROVED EQUAL)

EXTEND 0.5m MIN.BEYOND EDGE

COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

SEAL OR STAMP

CONSULTANT OF RECORD (NO LOGO)

DRAWN BY CHECKED BY

Mon

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2018

2:2

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PM

H:\

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3 SAW CUTS AND EXPANSION JOINTS1:5

4 C.I.P. REINFORCED CONCRETE CURB1:10

5 PIP RUBBER SURFACING1:10

1 ASPHALT PAVING1:10

SCALE AS NOTED (mm)

PROJECT

DRAWING

SHEET

DETAILS

PB-500

13/08/2018TENDER

MEMORIAL SOUTH PARK OUTDOORFITNESS CENTRE

2 TYPICAL CONCRETE PAD1:10

6 TREE PROTECTION FENCENTS

7 TEMPORARY ACCESS ROADNTS

2% MIN. SLOPE - REFER TO GRADING PLAN

25 TYP.

150

60

2% MIN. SLOPE - REFER TO GRADING PLAN

M6

EBONEY BLACK STONES RANDOM LAID IN

MORTAR BED. TOP OF ALL STONES TO BE

HORIZONTALLY ORIENTED 25mm ABOVE

SURFACE OF MORTAR BED.

EXPOSED STONE SURFACE MUST BE FLAT

AND SMOOTH WITH NO CHIPS OR

EXPOSED SHARP EDGES.

CIP CONCRETE FOOTING

ENSURE POSATIVE DRAINAGE 2%

COMPACTED GRAVEL

COMPACTED SUBGRADE

TOP OF MORTAR BED

REPAIR AND MAKE GOOD ALL

SURROUNDING GRASS. SEE GRADING

PLAN FOR HIGHT OF ADJACENT

SURFACES

PROPOSED HANDRAIL

SEE DETAIL 04 ON PB-501

M7

FROST WHITE PEBBLES

50-80mm IN MORTAR BED. TOP OF ALL

STONES TO BE VERTICALLY ORIENTED

25mm ABOVE SURFACE OF MORTAR BED .

EXPOSED SURFACE MUST BE FLAT AND

SMOOTH WITH NO CHIPS OR EXPOSED

SHARP EDGES.

PATTERN VARIES

150

EXPANSION JOINT FILLER WITH SEALENT

SEE DETAIL PB-500-3

75

15 MIN

CONCRETE PAD

MORTAR BED

800 75 OC.

30 M

IN

NOTE:

1. ALL METAL TO BE PAINTED STEEL

2. SHOP DRAWINGS REQUIRED FOR ALL FINISHES, CONNECTIONS, AND

HARDWARE; SUBMIT TO VANCOUVER PARK BOARD FOR APPROVAL

100 R

ADJACENT SURFACE

REFER TO PLANS

48mm Ø ASTM A53 A

HANDRAIL, TYP.

GRIND ALL WELDS SMOOTH

PAINTED STEEL A0 PIPE

COLOUR: SILVER MATTE

CONTRACTOR TO PROVIDE SHOP

DRAWINGS

CIP CONCRET CURB PER

SEE DETAIL PB-500-4

GROUT HANDRAIL INTO CORE

DRILLED OR PREFORMED POST

HOLE.

SEE DETAIL PB-501-5

900

1500 O.C.

200

NOTE:

1. CONCRETE UNTITS FOR SENSORY PATH TO BE POURED AND

MORTARED ON SITE

2. CONTROL JOINTS AS PER DETAIL #2 TO BE PROVIDED 1.5m MIN. O.C.

AND TO ALIGN WITH EXPANSION JOINTS

3. EXPANSION JOINTS WITH FIBREBOARD TO BE PROVIDED 6m MAX. O.C.

AND AT INTERFACE WITH STRUCTURES SUCH AS WALLS, STEPS, AND

CURBS

4. REFER TO DETAIL 1-01 FOR CONTROL AND EXPANSION JOINT DETAILS

2

5

7

8

3

4

5

1

3

5

2

5

8

7

5

9

0

0

6

9

3

T

Y

P

.

9

0

1

6

6

7

9

1

1

6

0

8

9

0

2

T

Y

P

8

7

5

8

0

0

T

Y

P

.

M6

M6

M6

M6

M6

M7

M7

M7

M7

M7

2

PB-401

4

PB-401

2

5

0

3

GAPS BETWEEN PEBBLES TO BE

20-30mm MAX

GAPS BETWEEN PEBBLES TO BE

5-10mm MAX

FROST WHITE PEBBLES

50-80mm

ROUGH PARALLEL PATTERN

MORTARED IN PLACE ON SITE

NORTHWEST LANDSCAPE SUPPLY

OR APPROVED EQUAL

EBONY BLACK PEBBLES

100-200mm

RANDOM PATTERN

NORTHWEST LANDSCAPE SUPPLY

OR APPROVED EQUAL

EXPANSION JOINT AND SEALANT

REINFORCED CONCRETE CURB

STEEL HANDRAIL

SEE PB-501-4

OFFSET STONES 25mm FROM

EDGE

M7

M6

25 TYP.

12 M

AX

HANDRAIL

SLOPE EXPOSED

MORTAR AT 2%

MIN

GROUT

NON-METALIC

NON-SHRINKING

200

CONCRETE CURB

SEE DETAIL 500-4

MIN

12

12 MIN

SCALE AS NOTED (mm)

ISSUED FOR DATE REV

Mon

day,

Aug

ust

13,

2018

2:5

6:18

PM

H:\

PLA

NN

ING

\PA

RK D

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OPM

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PRO

JECT

BY

PARK

\MEM

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AL

SOU

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017

AG

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IEN

DLY

FITN

ESS

EQU

IPM

ENT\

2 -

DRA

WIN

GS\

1.0

- CA

D_W

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ING

DRA

WIN

GS\

PB-5

01-D

ETA

ILS_

.DW

G

3 REFLEXOLOGY WALKWAY TYPICAL SECTION 4 HANDRAIL

COPYRIGHT OF THIS DRAWING IS OWNED BY THE CITY OFVANCOUVER BOARD OF PARKS AND RECREATION ("PARK BOARD").THIS DRAWING MAY NOT BE PRODUCED IN WHOLE OR IN PARTWITHOUT THE PRIOR WRITTEN CONSENT OF THE PARK BOARDPLANNING DEPARTMENT ("STAFF"). THIS DRAWING MUST NOT BESCALED. THE CONTRACTOR/CONSULTANT ("CONTRACTOR")RETAINED BY THE PARK BOARD TO CONDUCT THE WORK DEPICTEDIN THIS DRAWING SHALL VERIFY ALL DIMENSIONS, DATUMS ANDLEVELS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTORSHALL REQUEST CLARIFICATION OF ANY ERRORS ORDISCREPANCIES AND SHALL NOTIFY STAFF OF ANY ERRORS OROMISSIONS IN THIS DRAWING. FAILURE TO OBTAIN CLARIFICATIONOR TO NOTIFY STAFF OF ERRORS OR OMISSIONS WILL RENDER THECONTRACTOR RESPONSIBLE FOR ANY RESULTING IMPROPER WORKAND FOR THE COST OF ANY RECTIFICATION DUE TO SUCHIMPROPER WORK. VARIATIONS AND MODIFICATIONS TO THISDRAWING AND/OR TO THE WORK SHOWN ON THIS DRAWINGSHALL NOT BE CARRIED OUT WITHOUT THE PRIOR WRITTENPERMISSION OF STAFF.

SEAL OR STAMP

CONSULTANT OF RECORD (NO LOGO)

DRAWN BY CHECKED BY

PROJECT

DRAWING

SHEET

1 REFLEXOLOGY PATH1:20

DETAILS

PB-501

13/08/2018TENDER

MEMORIAL SOUTH PARK OUTDOORFITNESS CENTRE

2 SENSORY PATH - CLOSE UP DETAIL1:10

1:10

1:20

5 GROUTING FOR HANDRAIL 1:5