DRAWINGS FOR PARKS AND OPEN SPACES (SPO)€¦ · supplemental standards for parks and open spaces (spo) standard contract documents for municipal construction projects | 2018 edition

SUPPLEMENTAL STANDARDS FOR PARKS AND OPEN SPACES (SPO)

STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 260

DRAWINGS FOR PARKS AND OPEN SPACES (SPO)

Volume 3 of the Ontario Provincial Standard Drawings (OPSD), and the current City of London

Standard Drawings, are amended as follows:

Superseded / Deleted Amended / New / Current

C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG

- - - SPO-1.1 2002-01-14 Asphalt Pathway

- - - SPO-1.2 2002-12-18 Multi Use Pathway

- - - SPO-1.3 2002-12-18 Granular Pathway

SPO-1.4A 2010-09-22 Asphalt Maintenance

Access Pathway

SPO-1.4A 2012-08-27 Asphalt Maintenance Access

Road

SPO-1.4B 2010-09-22 Asphalt Maintenance Access

Road

SPO-1.4C 2010-09-22 Turf Maintenance Access

Road

SPO-1.4C 2012-08-30 Turf Maintenance Access

Road

SPO-1.5 2005-11-01 Park Catch Basin and Pipe

Subdrains

SPO- 1.6 2009-08-09 Minimum Park Corridor-

Section

SPO-1.7 2009-08-09 Minimum Park Corridor Plan

SPO-1.8 2014-08-27 Concrete Paving with Mesh

SPO-2.1 2011-09-02 Typical play Area Layout SPO-2.1 2014-08-26 Typical Play Area Layout

SPO-2.2 2006-11-06 Play Area Section at

Concrete Bench Pad

SPO-2.2 2011-09-02 Play Area Section at Concrete

Bench Pad


DrainageHole

SPO-2.3 2014-08-26 Play Area Section at Drainage

Hole

SPO-2.4 2005-11-01 Temporary Play Area

Layout

SPO-2.4 2006-11-06 Temporary Play Area Layout


Depressed Curb





- - - SPO-3.1 2002-12-18 Asphalt Parking Area With

Precast Curb

- - - SPO-3.2 2002-12-18 Asphalt Parking Area with

Barrier Curb

- - - SPO-3.3 2002-12-18 Granular Parking Area with

Precast Curb

- - - SPO-3.4 2002-12-18 Granular Parking Area with

Barrier Curb

SPO-4.1 2002-11-20 Cedar Rail Fence SPO-4.1 2005-11-01 Cedar Rail Fence

- - - SPO-4.2 2002-11-21 Cedar Rail Entrance Corral

- - - SPO-4.3 2002-12-18 Cedar Rail Single Access Gate

- - - SPO-4.4 2002-11-26 Cedar Rail Double Access

Gate

SPO-4.5 2002-11-16 Robust Silt Barrier SPO-4.5 2007-10-16 Robust Silt Barrier

- - - SPO-4.6 2002-11-26 Post and Cable

- - - SPO-4.7 2002-11-14 Property Boundary Monument

SPO-4.8 2007-10-16 Park Chain Link Fence

SPO-5.1 2007-10-16 Boardwalk and Wingwall

Plan

SPO-5.1 2011-09-02 General Notes

SPO-5.2 2007-10-16 Boardwalk Section Typ. A-

A

SPO-5.2 2011-09-02 3.7m Span

Boardwalk/Headwall

SPO-5.3 2007-10-16 Boardwalk Section Typ. B-

B

SPO.5.3 2011-09-02 3.7m Span Boardwalk Section

A

SPO-5.4 2007-10-16

Concrete Wall and

Wingwall Type

C-C

SPO-5.4 2011-09-02 Headwall Details

SPO-5.5 2011-09-02 SPO-5.5 2001-09-02 5m Span Boardwalk Plan /

Details





SPO-5.6 2007-10-16 SPO-5.6 2013-08-30 5m Span Boardwalk – Section

F

SPO-5.7 2006-11-06 Trail Boardwalk (On

Grade)

SPO-5.8 2006-11-06 Trail Boardwalk (Elevated)

SPO-6.1 2002-11-27 Surface Mount Park Bench

and Concrete Pad

SPO-6.1

2006-11-06

Surface Mount Park Bench

and Concrete Pad

- - - SPO-6.2 2002-11-14 Solid Bollard

SPO-6.3 2002-11-14 Removable Bollard SPO-6.3 2005-11-01 Removable Bollard

SPO-6.4 2011-09-02 Armourstone Seat

SPO-6.5 2011-09-02 Armourstone Retaining Wall

SPO-6.6 2011-09-02 Armourstone Block

SPO-6.7 2012-08-27 Neighborhood Park Bike Rack

SPO-6.10 2006-11-06 Neighborhood Park Bike

Rack

- - - SPO-7.1 200212-18 Neighborhood Park Sign

Layout

SPO-7.2 2002-12-03 Neighborhood Park Sign

Installation

SPO-7.2 2005-11-01 Neighborhood Park Sign

Installation

SPO-8.1 2006-11-06 Wood Chip Trail SPO-8.1 2007-10-16 Wood Chip Trail

SPO-8.22 2007-10-16 SPO-8.2 2011-09-02 Trail Boardwalk (On Grade)

SPO-8.3 2007-10-16 SPO-8.3 2011-09-02 Trail Boardwalk (Elevated)

SPO-9.1 2012-08-27 Typical Shrub Planting Detail

SPO-9.2 2012-08-27 Naturalization Native Shrub

Module Detail





- - - SPO-10.1 2005-11-01 Soccer Pitch Layout

- - - SPO-10.2 2005-11-01 Double Mini Soccer Pitch

Within

Regulation Pitch Layout

- - - SPO-10.3 2005-11-01 Soccer Pitch Grading

SPO-11.1 2005-11-01 - SPO-11.1 2011-09-02 Baseball Diamond Layout

SPO-11.2 2005-11-01 Baseball Diamond Grading

SPO-13.1 2011-09-02 Half-Court Basketball

Layout

SPO-13.1 2012-08-27 Half-Court Basketball Layout

SPO-13.2 2011-09-02 Full-Court Basketball Layout

SPO-13.3 2011-09-02 Typical Basketball Court

Cross-Section

SPO-13.4 2011-09-02 Basketball Goal Assembly

L I M I T O F RESTORATION 600 TYPICAL EACH SIDE

150 WIDTH VARIES 4p .+

SLOPE TO D R A I N - (SEE NOTE 3)

50mm HL3 ASPHALT WITH 45" HAND -TAMPED EDGE (SEE NOTE 1)

PARK STANDARD SEED T

150mm MINIMUM GRANULAR 'A ' BASE COMPACTED TO 98% S.P.D.D. (SEE NOTE 2)

SUITABLE EXISTING SUB- GRADE COMPACTED TO 985: S.P.D.D. OR I N ACCORDANCE WITH GEOTECMNICAL RECOMMENDATIONS

NOTES: - 1. ASPHALT SURFACE TO BE ONE (1 )50mm LAYER

(AFTER C O M P A C T I 0 N ) O F HOT MIX H L 3 I N ACCORDANCE WITH O.P.S.S. 310. ASPHALT EDGE TO BE 45" HAND TAMPED SMOOTH EDGE WITHOUT LATERAL DEVIATIONS.

2.GRANULAR BASE MATERIAL SHALL BE I N ACCORDANCE WITH O.P.S.S. 1010.

3. FINISHED SLOPE O N PATHWAY SURFACE TO BE 1% MINIMUM CROWNED OR CROSS-SLOPED TO SUIT EXISTING AND/OR PROPOSED GRADES.

4. A L L DIMENSIONS I N MILLIMETRES.

CITY OF LONDON STANDARD DRAWING

ASPHALT PATHWAY

J M I T O F RESTORATION e00 TYPO EACH SIDE

50mm WL3 ASPHALT WITH 45' HAND -TAMPED EDGE (SEE NOTE 1)

9 PARK STANDARD SEE5

SCREENEO TOPSOIL AS REQUIRED

EXISTING GRADE I--

75mm WZDE YELLOW TRAFFIC PAINT CENTRELINE (SEE NOTE 4)

SUITABLE EXISTING ' SUB- GRADE COMPACTED T O 38% S.P.O.D. OR I N ACCORDANCE WITH GEQTECHNICAL RECOMMENDATTQMS

2@8mm MINIMUM GRANULAR '4' BABE COMPACTEQ TQ 98% 3i.P.D.D. 4 (SEE NOTE 2)

NOTESI - 1. ASPHALT SURFACE TO BE ONE (1)58mrn LAYER

(AFTER COMPACTf0N)OF HOT M I X HL3 IN ACCORBANCE WITH O.P.S.S. 310, ASPHALT EDGE TO BE 45' HAND TAMPED SMOOTH EDGE WITHOUT LATERAL DEVIATIONS,

2,GRANULAR BASE MATERlAL SHALL BE IN ACCORDANCE WITH 0.P.S.S. 1@10.

3 q FXNISHEO SLOPE ON P A f W W h Y SURFACE T O BE 1% M'LNIMUM CROWNED OR CROSS-SLOPE6 TO SUIT EXISTING AND4OR PROPQSED GRADES.

4'CENTRELINE MARKING $HALL BE XN PlCCORDANCE WITH Q.P.S.S. 532

~ , T H I S DETAIL rs NOT TO BE USED AS A MAINTENANCE ACCESS PATHWAY

6. A L L DIMENSIONS IN MILLIMETRES.

LI


ULTl- USE PATHWAY /

t TOP OF FINISHED PATHWAY TO BE SET 25mm HIGHER THAN EXISTING GRADE

L I M I T O F RESTORATION 600 TYP. EACH SIDE

PARK STANDARD SEED 1 1 1 i

EXISTING/IMPORTED SCREENED TOPSOIL EDGE AS REQUIRED

150mm CRUSHED LIMESTONE SCREENINGS COMPACTED T O 98% S.P.D.D. (SEE NOTE 1)

SUITABLE EXISTING SUBGRADE CDMPACTED T O 98% S.P.D.D. OR I N ACCORDANCE WITH

NOTES: - 1. CRUSHED LIMESTONE SCREENINGS SHALL CONFORM GEOTECHNICAL RECOMMENDATIONS

T O THE FOLLOWING MECHANICAL SIEVE GRADATIONS:

SPECIFIC SIEVE SIZE REQUIREMENT

96'' *4 *I6 *50 *200

100x 50-l00X 20-55% 10-30% 0-12%

2. FINISHED SLOPE ON PATHWAY SURFACE T O BE 1% MINIMUM CROWNED OR CROSS-SLOPED TO SUIT EXISTING AND/OR PROPOSED GRADES.

3 . F I N I S H E D L INEAR SLOPE ON PATHWAY NOT TO EXCEED 4%-

4. A L L DIMENSIONS IN MILLIMETRES.


GRANULAR PATHWAY / APPROVED BY

P/ÀRKSTANDARD SEED

LIMIT OF RÉSTOFIATION6OOTYP. EACH SIÞE

EXISTING/IMPORTED SCREENEDTOPSOIL EDGE AS REQUIRJÉÞ

Tsmm HLOASPHALTW|TH45. F ANÞ. TAMPED EÞ(3E(sEE NOTE 2)

4OO TYP. 3200

SLOPE TO ÞFIAIN(siEE N(.)¡ E 9)

|-l |*| t-| t-| t

SUITAEILE EXISTING SUB-GRADE COMPA.CTEÞ TO9S96 S-P,D.O. OR lNACCORDANCEì/VITHGEOTËCHNICAL REPORT

EXISTING GRAÐE

NOTÉS:

lsomm GRAF¡UIJÀR.ABASE COMP¡\CTEÞ TO980ó S.P-Þ.Þ.(sEE NOTE r)

375mm (ãRANULAR'P'SUBE¡ASE COMPACTEI)TO 940,6 S.P,D.D, ORASSPECIFIEÞ BYTTIEGEOTECHNICAL REPORT(sËE NOTE 1)

I, GRANULAR BASE MATERI.AL SHALL BE IN ACCOf1ÞANCEvlflTH O.P.S.S. 101(,

2' ¡seuanr $uRFAcE T() BE oNè (1) TarnmLAyER(AFTER COMPACTION) ()F HOT MrX HL3 tN ACCORI]ANCÊwlT¡.| O.P,S.S. 31O. ASPHALT EÞGE TO BE 45. HANDTAMPEO SMOOTI.I EÞGÊ WITHC)UT I.åTERAL DEVIAT¡ONS.

3. êSPHALT ACCES$ RQADS SH,6\LL I.IAVE A MAXIMUM LONGITUDINAL €LOPEOF 4VO, CRO,SS SLOPE SI-'TALL BE 1?6 MINIMUM AND 2ólO MAXIMUM,

4. AL!- O¡MENSIONS lN M¡LLTMETRES-

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ASPHALT IVAINTENANCT ACCTSS RCAD

PARKS PLANNING & DESIDWG 5p¡ _ 1.4A DAT[

2012 08 27

PAVEDACCESS

SURFACE75mm depth topsoil shoulderover granular bas€

NOTES:

1, ALL DIMENSIONS IN MILLIMETRES.


ASPHATT MAINTTNANCT ACCTSS ROAD

DWGSPO 1.48

DATE2O'tO Og 22

otËlRItorruol,*,*. & DEST.N tr //&

wlTH THE CITY OF LONDON'S STÁ'NÞ,qÍtDSPECIFICÀTION FOR TOP$OÍL

40()Õ

SLOPE TO ÞFIAIN(SEF NOTE 2)

o|f¡f

-ItZtt)

=ÈuiI

il-ll t-l|-| |-l |=| =llt-lt

LI

SUITABLE EXISTING SUB.GRAÞE COMPACTEÞ TOea?6 s.P.D.Þ. ()R tNACCOÍ1DANCE ì'I/ITHGEOTECHNICAL FIEPOR'T

EXIST¡NG GRAT]E

NOTES:

lsomm GRANUT,qR'A.BASE COMPACTEDTO987c S.P.D.Þ.(sEE N()TE 1)

375mm GIIANUL]AR rBt

SUABASE C(f,MPACTËDTO SA96 S.P.D.Þ. ORASSPECIFIED BYTHEGE()TECHNICAL R.EPORT(sEE NOTE 1)

I. GR/AÀIUI A¡R BASE MATER',AL SHALL E]E IN ,\CCORDANçEwlTH ().P.S.S. 1010

2. TURF A.CCESS F,OADS SI-I.A.LL HA\/Ê ,q. MAXIMUM LONGITUDINAL SL()PEQF 4o/o" CROSS SLOPE SH.{LL BE 29ä MINIMUM AND 4.5olo MAXIMUM.

3. ALL DIMENSIONS fN MILLIMETRES.

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CITY OF LONDON SI ANDARD DRAWING

TURT MAINTTNANCT ACCTSS ROAD

PROVED BYPARKS PLANNING & DESIGN

DWG 5p9 - 1.+C

CL OFSWALE ~. ~ ,, ~:~

SECTIONVIEW:.

300

~CL OF SWALE

CATCH BASIN AND FRAME WITHGRATE.

20mm DIAMETER CLEAR STO~E.

TURF SWALE OR APPROVED ALTERNATIVE.

150ram DIAMETER PERFORATED RIGID PIPEWITH SOCK AND END CAP.

EXAMPLE LOCATION OF CATCH BASIN~I~EOUTLET.

CATCH BASIN FRAME AND GRATE ASOPSD 704.010. FRAME TO BE SET IN A’FULLMORTAR BED,

FIRST ADUSTMENT UNIT TO BE SET IN FULLMORTAR BED.

THREE (3) 50mrn ADUS~MENY UNIT&’~O BEINSTALLED ON TOP OE CATCH BASIN,T,O ¯ALLOW FOR FUTURE GRADE ALTERATIONS.

FILTER FABRIC TO,ENCOMPASS GRANULARFILL AROUND SUBDRAIN’PIPE.

TURF SWALE AND OR APPROVED ALTERNATIVE.

~ 300mm OFTOPSOIL OR APPROVED ALTERNATIVE.

INSTALLED ABOVE AND BELOW PROPOSEDDRAINAGE TILE.

PIPEWITH SOCK AND END~C~.AP. SUBDRAIN TO BEINSTALLED INTO A 200ram KNOCKOUTPROVIDED IN THE.CATCHBASIN POT.

UNDISTURBED 8UBGRADE,

300mm OF COMPACTED,’GRANLILAR’A’ BACKFILL.

STANDARD CATCH BASIN UNIT AS/PER OPSD705.010

GRANULAR ’A’ SUB BAS~,~OMI~AQTED TO 98%S.P.D.D. 300ram MINIM0~MDEPTH,

SUITABLE EXISTING 8UBGRADE COMPACTEDTO 98% &P.D.D. OR IN,~OCORDANqE;WlTHGEOTECHNICAL RECOMMENDATIONS.

NOTES :.PRECAST CONCRETE CAT.CH!BASIN TO:BE IN STAI: LE ~’!~ks.’l#E R OPSD=:705.010.

ALL DIMENSlb~’~ I~I’~MI~iI~I~RS: dNL~8~. OTHER~IS’E: ~1: " "

CI~.TY ElF L.MN:DR:N. STANDARD DRA~/ING

PARK CA.TCR BAg:IN AND PIPESUBDRAIN

sPo - 1.5 " 2005 ]~ 0~ PARKS PLANNING A.ND DESIGN

CHAIN-LINK FENCING OPTIONAL LIGHTS, IF STREETTO STREET CONNECTION

SCREEN PI.ANTINGAS REQUIRED

TREE PLANTING

3m PATH TYPICAL

5mPATH & SHOULDERS

CLEAR AREA

5mDRAINAGE / GRADING / PLANTING /

SCREENING ZONE


MINIMUM PARK CORRIDOR - SECTION

MUNICIPAL SIDEI'IALK

PATHWAY ÍI/IAY SPLTT INTO 2 BRANCHESATENTRANCES

PAT}IWAY W¡TH CURVILINE¡.RDESIGN TO SU]T LENGTH

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SCREEN PI.ANTING AS REOUIRED

TREE PLANT|NG OUTSIDE OF SWALESAND PATHWAY CLEARANCE ZONE

CATCH BASINS AND S\,ì,ALETO BEAGCOMODATED

OPTIONAL LIGHTING . SPACING ASPER OETAILED SPECIFICATIONS

. TOTAL VVIDT}I MAY BE REDUCED TO 1OM IF

ADJACENT TO OPEN SPACE ON ONE SIDE


MINIMUM PARK CORRIDOR PLANAPPROVED BYPARKS PLANNTNG & DESTGN /t

BROOM FINISHED CONCRETESURFACE SHALL BE SLOPED1-2% OR AS DIRECTED BYCONTRACT ADMINISTRATOR

150MM THICK 32 MPA POUREDCONCRETE WITH 5-8% AIRENTRAINMENT

6-GUAGE, 150MM X 150MMWIRE MESH SET IN THEBOTTOM 1/3 OF CONCRETESLAB

NOTES:

1. CONCRETE TO BE 32MPa, CLASS C-2 AT 28 DAYS WITH 5-8% AIR ENTRAINED2. GRANULAR BASE MATERIAL SHALL BE IN ACCORDANCE WITH O.P.S.S. 1010.3. COLOURED CONCRETE SAMPLES TO BE CAST FOR APPROVAL BY CONTRACT

ADMINISTRATOR.4. FIBROUS EXPANSION JOINTS TO BE LOCATED EVERY 6 METRES, WHERE CONCRETE ABUTS

STRUCTURES OR AS DIRECTED BY CONTRACT ADMINISTRATOR. ASPHALT FELT BOARDSHALL BE 12 MM AND 175MM TYPICAL.

5. CONTROL JOINTS TO BE LOCATED AT MINIMUM INTERVALS OF 3 METRES OR AS DIRECTEDBY CONTRACT ADMINISTRATOR.

6. NATURAL CONCRETE TO BE SPRAYED WITH WHITE PIGMENT CURING COMPOUND.7. ALL DIMENSIONS IN MILLIMETERS

200mm MINIMUM GRANULAR 'A'BASE, COMPACTED TO 98%S.P.D.D., OR IN ACCORDANCEWITH GEOTECHNICALRECOMMENDATIONS.

COMPACTED SUBGRADE TO98% SPD


DWG DATE

CONCRETE PAVING WITH WIRE MESH

2014 08 27

APPROVED BY

SPO - 1.8

PARKS PLANNING & DESIGN


DWG DATE

APPROVED BY

SPO - 2.1

TYPICAL PLAY AREA LAYOUT

PARKS PLANNING AND DESIGN

2014 08 26

PARK STANDARD TURF SEED

IMPORTED TOPSOIL AS RtrQU RED

lSOrnrn MlN. GRANULAR "4" BASECOMPACTID TO 9A% S.P.D.D.UNDISTURBtrD OR COMPACTEDSUBGRADflOOrnrn CONCRETE BtrNCH PAD(REFER To sPo - 2.1 FoR LAYour)

EXPANSION JOìNT

SLOPE TO DRAINR:50 TYP.

t-lllI

CONCRITI CURB 25MPoAT 2A DAYS (SfE NOTtr 1)

1SOmrn MIN GRANULAR "4"BAStr COMPACTtrD TO9a% s.P.D.D.

19mm DlA. CLtrAR GRANULARSTONtr (IN PLAY ARtrA ONLY)

lOOrnrn DlA. PtrR[ORATtrD PVCDRA NAGE PIPE WI_fH FILTERSOCK WRAP

TERRAFIX 240R FILTERtrABRIC OR APPROVtrD trQUAL

l OOrnrn ASPHALT SANDDRAINAGtr COURStr

SOOrnrr COMPACTtrDWOOD FIBER/WOODCARPETOR APPROVtrD trQUAL

NOTES:

1. CONCRtrTE CURB TO BEAND EXPANSION JOINTSCONCRETE BfNCH PAD

2. ALL D]NIENSIONS ARtr IN

BROOM FINISHED WI TH CONTROL JOINTS trVERY 2.O M (MLN)EVERY.l O.O M (MrN). TOP OF CURB TO BE FLUSH Wr TH

MILLIMETRES UNLISS OTHIRWI Sf SPECIFIED


PLAY AREA SECTTON AT CONCRETE BEIï9H PADDWG

sPo - 2.2DATE

2011 09 02APPROVED BYPARKS PLANNING AND DESIGN f


DWG DATE

APPROVED BY

SPO - 2.3

PLAY AREA SECTION AT BACK OF PLAY AREA


2014 08 26

MIN. 2%SLOPE

¯ TUR. / -EE "

.............." ’ ... -,.-: ’ :: ’

¯ ’ .RA~DIUS 8OOOmm"X INSIDE EDGE OF

BORDER

1OOmm DIA. PERFORATED PV-C DRAINAGEPIPE WITH FILTER SOCK WRAP

1OOmm DIA. NON--PERFORATED PVCDRAINAGE PIPE.OUTFALL AT GRADE(USING RODENT--PROOFMESH)OUTFALL TO BEAPPROVED ON SITE BYPROJECT MANAGER

ENGINEERED WOOD CHIPOR APPROVED ALTERNATE

TEMPORARY PLAY AREA LAYOUT

DWG SPO - 2.4 DATE2006 11 06 IPARKS PLANNING & DESIGN

OR APPROVED ALTERNATE

, , ’ ., I ARMOUR STONE SEAT

." X~XX~\I (REFER TO SPO--6.4-)

. _ .~ ~ ,~ .--. : .’.~ , .

"TURF d ~~i ~O I PARK STANDARD

" .(AS’ REQU’I~D) ~ ~ ~ ~ i TURF SEED

. : ¯ " ~,"~ ~@ I --"’-’" -~ /’-~’’’LITTLE" ~" TYKE~-~ AC~SSIBLE

~~

I REQUIREDIMPORTED TOPSOIL AS.

, . . RAMP OR APPROVED EQUAL I -- / BLACK RECYCLED PLASTIC". " ~ ’ . " / ’KID TIMBERS’ B, ORDER

OR APPROVED ALTERNATE

MIN. SLOPE/GALV ANCHOR STAKE

UNDISTURBED OR I ~1111111~1~ ’ ICOMPACTED SUBGRADE I

1OOMM ASPHALT SAND _ ~(Iq ~X~{ ~ O’DRAINAGE COURSE . I’. ~ I~1 I I~~, ~ o

DRAINAGE PIPE WITH FILTERSOCK WRAP

2.

ALLUNLESS


DWG DATE

APPROVED BY

SPO - 2.5

PLAY AREA SECTION AT DEPRESSED CURB


2014 08 26

P A R K S T A N D A R D SEED /1 L I M I T O F R E S T O R A T I O N 4 F

6 0 0 m m TYP, 100 rnm

150 MIN TYP.

-1 t ,

TYP.

S L O P E T O D R A I N (SEE N O T E 3)

- I I3 I I=I I I=\ I I; --I I I=) I I=I I I=I

N O T E S :

A S P H A L T S U R F A C E T O BE 1.

S C R E E N E D T O P S O I L A S R E Q U I R E D

P R E C A S T C O N C R E T E C U R B ( A S PER O P S D 603.02) ANCHOR W I T H 15M R E B A R MIN. 1000 rnrn I N GROUND

4 0 m m HL3 A S P H A L T W I T H H A N D - T A M P E D E D G E (SEE N O T E 1) 50mrn HL8 A S P H A L T B I N D E R COURSE

150mm G R A N U L A R 'A" B A S E C O M P A C T E D T O 98% S.P.D.D. (SEE N O T E 2)

- P - . - - A

1 5 0 m m G R A N U L A R "6" S U B - B A S E I C O M P A C T E D T O 98% S.P.D.D. OR A S S P E C I F I E D B Y T H E G E O T E C H N I C A L R E P O R T (SEE N O T E 2)

S U I T A B L E E X I S T I N G S U B G R A D E C O M P A C T E D T O 98% S.P.D.D. OR I N ACCORDANCE WITH G E O T E C H N I C A L

45' H A N D T A M P E D EDGE ( T Y P I C A L )

I RECOMMENDATIONS.

I N ACCORDANCE WITH O.P.S.S. 310. A S P H A L T E D G E T O BE 45' H A N D T A M P E D S M O O T H E D G E W I T H O U T L A T E R A L D E V I A T I O N S .

2. G R A N U L A R BASE M A T E R I A L S H A L L BE I N ACCORDANCE W I T H O.P.S.S. 1010.

3. FINISHED S L O P E O N P A R K I N G A R E A S S H A L L BE I N ACCORDANCE W I T H T H E C O N T R A C T D R A W I N G S OR A S S P E C I F I E D B Y T H E P R O J E C T MANAGER.

4. A L L D I M E N S I O N S I N M I L L I M E T R E S .


ASPHALT PARKING AREA WITH PRECAY CURB

L I M I T OF R E S T O R A T I O N

c 6 0 0 m m TYP.

150 ,

I 50mm

P A R K S T A N D A R D SEED

SCREENED T O P S O I L A S R E Q U I R E D

N A T I V E B A C K F I L L

CONC. B A R R I E R CURB ( A S P E R OPSD 600.11)

/ l X l / / / '

NOTES:

A S P H A L T S U R F A C E TO BE I N ACCORDANCE W I T H O.P.S.S. 310.

2 . G R A N U L A R B A S E M A T E R I A L S H A L L BE IN ACCORDANCE WITH O.P.S.S. 1010.

3.FINISHED S L O P E O N P A R K I N G A R E A S SHALL BE I N ACCORDANCE W I T H THE C O N T R A C T D R A W I N G OR A S S P E C I F I E D B Y P R O J E C T M A N A G E R

40 A L L D I M E N S I O N S I N M I L L I M E T R E S .

40mm HL3 A S P H A L T ( S E E NOTE "1)

5 0 m m HL8 A S P H A L T B I N D E R COURSE

150mm GRANULAR 'A' BASE COMPACTED T O 98% S.P.D.D. (SEE N O T E "2)

150mm GRANULAR 'B' S U B - B A S E COMPACTED T O 98% S.P.D.D. OR A S S P E C I F I E D B Y G E O T E C H N I C A L REPORT

S U I T A B L E E X I S T I N G SUBGRADE COMPACTED TO 98% S.P.D.D. OR I N ACCORDANCE W I T H G E O T E C H N I C A L R E P O R T

/


ASPHALT PARKING AREA WITH BARRIEjR CURB

PARK STANDARD SEED /i -1MIT O F RESTORATION

600 TYP.

100mm TYP.

NOTES: -

SCREENED TOPSOIL A S REQUIRED

PRECAST CONCRETE CURB ( A S PER OPSD 603.02) ANCHOR WITH 15M REBAR MIN. 1000mm I N GROUND

TOP O F F I N I S H E D P A R K I N G AERA TO BE S E T 5 0 m m HIGHER T H A N E X I S T I N G GRADE

150mm COMPACTED RECYCLED A S P H A L T (SEE NOTE 1)

150rnm GRANULAR "8' S U B - B A S E COMPACTED TO 98% S.P.D.D. (SEE NOTE 1)

S U I T A B L E E X I S T I N G SUBGRADE COMPACTED TO 98% S.P.D.D. OR I N ACCORDANCE W I T H GEOTECHNICAL REPORT

l= RECYCLED A S P H A L T M A T E R I A L AND GRANULAR B A S E M A T E R I A L S H A L L BE I N ACCORDANCE WITH O.P.S.S. 1010

2. F I N I S H E O SLOPE ON PARKING AREAS S H A L L BE IN ACCORDANCE WITH T H E CONTRACT DRAWINGS OR A S S P E C I F I E D B Y T H E PROJECT MANAGER.

3. A L L D I M E N S I O N S I N M I L L I M E T R E S .


GRANULAR PARKING AREA WITH PREYST CURB

L I M I T O F RESTORATION 250

600mm TYP. 150

NOTES:

1. RECYCLED ASPHALT MATERIAL AND GRANULAR BASE MATERIAL SHALL BE I N ACCORDANCE WITH O.P.S.S. 1010.

2. A L L DIMENSIONS I N MILLIMETRES.

PARKS STANDARD SEED

SCREENED TOPSOIL AS REQUIRED

NATIVE BACKFILL

C0NC.BARRIER CURB ( A S PER OPSD 600.111

150mm COMPACTED RECYCLED ASPHALT (SEE NOTE "1)

150rnrn GRANULAR '6' BASE COMPACTED T O 98% S.P.D.D. (SEE NOTE #1)

150mm GRANULAR '5' SUB-BASE COMPACTED TO 98% S.P.D.D. (SEE NOTE "1)

SUITABLE EXISTING SUBGRADE COMPACTED T O 98% S.P.D.D. OR I N ACCORDANCE WITH GEOTECHNICAL REPORT


GRANULAR PARKING AREA WITH B A R R F CURB APPROVED BY

WHITENOTCH 4~mm DEEPARC

"~-~---~ SIDE " ~ IFOR P~ST CONNECTION

~~~J---- WHITE CEDAR POST

~ CARRiAG~ BOLT ANGLE FA~E ~

ROAO/TURFZMAJ:N PATHWAY~

1151~Imm~ MIN, WH:I;T~CEDAR PO~T~, ~:IRE.CTBURYCOMPACT BACKFILLPOST TOPS AT &5" ANGLETOWARD ROAD/TURF/HA!N PATHWAY

CITY OF I~0NBON’ STANDARD DRAWING

GB~AB:::EA!L FENCE

....... I P~~~N!NO. &OESIGN ..

W

I 3

L W t- W W

I s 3 3

k L W a a E 3

. 3 Q

N 2

(r >- a 3 I b- Q n. Z W “‘ OQ. t-

c I

t

i 2400


CEDAR RAIL ENTRANCE CORRAL

NOTES 75 x 75mm GAL.STEEL PLATE WELDED TO P IN

DETAIL TO BE READ I N CONJUNCTION WITH SPO-4.1

ALL HARDWARE AND FASTENERS TO BE GALVANIZED STEEL.

WELDS MUST BE PROTECTED

WHITE CEDAR POST

WHITE CEDAR GATE MEMBERS

75mm x 75mm GAL.STEEL WITH 2 COATS O F GREY PLATE.FASTEN SECURELY RUST PAINT. GATE LOCK A S SUPPLIED

DOUBLE LOCK SENARIO

TRIM RAIL FLUSH WITH POST

PROTECTED SIDE (BACKSIDE) CEDAR RAIL FENCE (REFER

TO SPO-4.1)

CEDAR POST GATE MEMBERS

GAL. STEEL GATE HINGE E CEDAR POST,

(FRONT SIDE) . FOOTING WITH SONO TUBE.POST TOP TO BE CUT AT 15" ANGLE TOWARD ROAD/TURF/MAIN PATHWAY SIDE

6mm THICK STEEL GATE HINGE WITH 19mmpl HINGE PIN

GATE LOCK MECHANISM (REFER TO ABOVE)

A L L GATE MEMBERS 50 x 150mm ROUGH-CUT WHITE CEDAR.

6mm THICK STEEL ADJUSTABLE HINGE WITH 153rnrn@ HINGE PIN

15Plrnrn$ MIN WHITE CEDAR POST, DIRECT BURY AND COMPACT BACKFILL.

SONO TUBE POST TOP AT 15" ANGLE TOWARD ROAD/TURF/MAIN PATHWAY SIDE.

FRONT ELEVATION

150rnm$ MIN WHITE CEDAR POST

STEEL GATE HINGE

50 x 50mm ROUGH-CUT WHITE CEDAR GATE MEMBERS

STEEL ADJUSTABLE GATE

f CONC. POST FOOTING

FINISHED GRADE

BACK ELEVATION


CEDAR RAIL SINGLE ACCESS G F

a a

J

N .P 6l 6l

I I r

h

i m 0 m 0 a a 0 D i m

z

z 5

i 'r m T T I

n

\

i"

t.L 9 3 3

3 . . I


AREA UNDERCONSTRUCTION

AREA UNDERPRESERVATION

FLOW

Z

(0 oo

COMPACTEDNATIVEBACKFILL

STAKE DRIVEN FLUSH

89 x 89 x 1500ram MIN. WOOD POSTOR 1500ram MIN. STEEL T-RAIL POSTOR 89ram DIA. X 1500ram MIN. CEDAR POSTALL POSTS SPACING @ 1200ram O.C.

14 CA. WIRE FENCE WITH3-14 CA. WIRE TIES PER POSTOR APPROVED EQUAL

CLASS 1 MATERIALGEOTEXTILE FILTER FABRICSECURED TO WOQD POSTS

EXISTING GRADE

I STRAW BALESI TRENCH TO BE BACKFILLED ANDI COMPACTED

~ 300ram MIN OF GEOTEXTILEBELOW EXISTING GRADE

50 x 50ram WOOD STAKESET FIRMLY INTO GROUND.INSTALL 2 STAKES PER BALE@ 150ram FROM BALE ENDS


DWGSPO - 4.5

DATE

ROBUST SILTATION BARRIER

0 i n Z w w J Y O O I - 3 m z

X

9 (4 0

I AL $ 1 - A A

w J rn 0 a

900 900

X

E a

4 0

0 I - z a a

0 tj Z


POST AND CABLE BARRIER ,, APPROVED BY

I150 i

150mm RAISED PEAK

61

-1 CENTRED ALL DIRECTIONS

40mm x 6 0 m m LETTERS __I RECESSED l 0 m m INTO CONCRETE

20mm x 3 0 m n LETTERS ---I RECESSER 5rnm INTO CONCRETE

PLAN V I E W 40mm x 80mm LETTERS --i RECESSED l 0 m m ,INTO CONCRETE

15Elmm x 1 5 0 r n m REINFORCED

100Bmm INTO EX. GRADE e CONCRETE MONUMENT SET

EXISTING GRADE r' DIRECT BURY MONUMENT AND COMPACT BACKFILL

1

I I I I I 1 I I

N.T,S.

MINIMUM 40mm CLEAR TYPICAL/-i 7E? TYP.

4-15M VERTICAL BARS hl

4 x 4 -6/6 W.W. L' SQUARES Q t

3 0 0 m m V.Q.C.

CONCRETE MONUMENT t-------b

3 0

R E I N F O R C I N G D E T A I L N.T.S.

20

I t RECESSED TU 10mm DEPTH RECESSED TO 5mrn L A

E L E V A T I O N N.T.S.

NOTES:

1. ALL EXPOSED CONCRETE TO H A V E SMOO

2. REINFORCINiG STEEL TO MEET INDUSTRY FOR TYPE, QUALITY AND PLACEMENT,

- 3. MINIMIZE DISTURBANCE T O

SITE AND R E S T O R E V E G E T A T I O N AROUND MONUMENT.

4. A L L DIMENSIONS I N MILLIMETRES,

TH ST

STANDARD LETTER

S I Z I N G FINISH

'ANDARDS N.T.S.

DEPTH

GITY OF LONDON STANDARD DRAWING

PROPERTY BOUNDARY MONUMENT IjETAIL

¯ " 3000mm. MAX. -- 5000mm. MAX.

~/- POST CAP , -"--~1 /.- KNUCKLED TOP EDGE I

/,~TERMINAL 42.9mm OD ~~,~.- POST .,~{’ ,"

~ ~/<~Ns,o. ~ ~ FASTENERS~ "BAR ~ .J/I ,- TENS ~.,~. .... /..~v~,.~ I,~_ LINE POST , I ,

! !i CHAIN-LINK FENCE DETAIL........ POST---

N.T.S.

FINISHED GRADE-~, NOTES:~T? :ml...~r"~u’~ ~ POSTS RAILS AND HARDWARE SHALL BE BLACK

’~iT.~g~!..L~.--:..-~E~:i:i , ::i-!--~ ’ POWDER COATED FASTENERS SHALL BE HOT DIP¯ ’"::::i i ~::’:: :i ~i. . "I i,,, ¯~:::~:qi :~: ’ " ’.:" GALVANIZED.

’~ii~i, ,: 2. FENCE FABRIC SHALL BE BLACK VINYL COATED STEEL:iiii!JJ" " X FABRIC 3.76mm. WITH A UNIFORM ,38mm. OR 50rami.J~i:::.::i~. MAX. OPENING DIAMOND PATTERN.

CONCRETE - ,~-’. : 3. FENCE FABRIC SHALL BE INSTALLED ON "CITY’ SIDE OF

i :!’."ii~ii ’ " ~. FFNCF~o.J .., -- _.I~ " 4. POST CAPS SHALL BE WATER PROOF ANDE--J MECHANICALLY SECURED TO POSTS. "

o ~ V, u~ 5. STRAINING POSTS SHALL BE INSTALLED AT INTERVALS

TVI~IPA/ I~f~f~ITIMf’2_ rlI~TAI/ NOT EXCEEDING 150M. ADDITIONAL STRAINING POSTS~~Jr~L ~.~.~ ~J~.. ~--~11-- SHALL BE INSTALLED WHERE CHANGES IN VERTICAL

N.T.S. GRADE EXCEED 50 DEGREES.

’ 6. CONCRETE SHALL BE 20MPo @ 28 DAYS INPOST AND FOOTING D,ETAILS TABLE (IN rnm.) ACCORDANCE WITH O.P.S.S. 904.

P T TYP ! FOOTING FOOTINGOS E POST OD POST LENGTH DEPTH "X" DIA 5"" 7. FENCE SHALL BE INSTALLED ON PROPERTY LINES,- " UNLESS OTHERWISE DIRECTED BY CONTRACT

LINE POST ¯ 60.5 2400 915 250 ADMINISTRATOR.

TERMINAL POST 88.9 2900 1570 550 8 ALL DIMENSIONS ARE IN MILLIMETRES UNLESSOTHERWISE SHOWN.


PARK CHAIN-LINK FENCEDWG DATE APPROVED BY

SPO -4.8 2007 10 16 PARKS PLANNING AND DESIGN

DESIGN LOADS: Deod Lood = 0.6 kPo (12 psf);

EOUIPMENT AND OPERATIONS

Live Lood : 2.9 kPo (60 psf)

1. These boordwolks ore typicolly constructed in Environmentolly Sensitive Areos; therefore restrictions moy opply to the use ofequipment. Consult with project coordinotor in the Porks Plonning ond DSN section to determine permitted construct¡on methodsprior occessing individuol work sites.2. Existing trees ond vegetotion odjocent to the new boordwolks ore considered to be 'significont' in terms of their sizeond/or species. The controctor sholl ensure thot these trees ore not domoged by operotions. A plon drowing ond listing ofthese trees moy be ovoiloble from the City of London - Porks Plonning ond Design Section.5. All excovoted moteriols ond excess concrete ond moteriols sholl be houled owoy off site by the controctor. The controctorsholl toke extroordinory core to ensure thot no concrete spilloge occurs in the work oreo, The controctor sholl cleon up ondrestore the site to its originol condition once the work is complete.

FOUNDATIONS

1. Foundotions ore designed bosed on o minimum ollowoble soil beoring copocity of 2OOO psf; lf exÍsting beoring copocitiesore lower thon 2000 psf the controctor sholl inform the project coordinotor in order to retoin o soils consultont.2. lf o soils consultont is retoined by the City of London, the bose of excovotions must be reviewed by the soils consultontprior to plocing of concrete. Controctor sholl inform the soils consultont of leost 24 hours in odvonce of ony concreteplocement.3. Formwork sholl be used for the concrete piers ond wolls. Concrete plocement for eoch pier sholl be done in one pour.4. Bockfill ond compoct wolls below grode in such o woy thot the soil level on one side is never more thon 500mm obove thesoil on the other side.5. Bockfill wing woll structure with opproved free droining notive or Gronulor B bockfill compocted to 98% SPDD.

CONCRETE

1. All concrete work hos been designed in occordonce with CANS-423.5-04.2. Concrete requirements ore os follows:

Min. Strength @ 28 Doys Mox. Woter Cement Rotio Air Content32 MPo o.4 5%-A%

Concrete sholl hove o minimum cement content of 350 kg/cubic metre.3. Reinforcing steel sholl hove o minimum 400 MPo yield strength ond sholl be detoiled ond ploced in occordonce with TheReinforcing Steel lnstitute of Conodo "Monuol of Stondord Proctice". All lops sholl be closs B lops unless noted otherwise.4. All concrete moteriols ond methods of concrete construction sholl be in occordonce with CANr/CSA-425.1. Testing ofconcrete sholl comply with the requirements of CAN/CSA-423.2.5. Concrete protection to reinforcement sholl be 75 mm for concrete cost ogoinst eorth ond 50mm in oll other locotions.6. Provide sufficient support bors on high choirs, slob bolsters, ond other occessories to mointoin the reinforcing steel in therequired pos¡tions with proper cleqronces before ond during plocing of concrete. Te bors of oll intersections. 'Flooting' ofreinforcement is strictly prohibited.7. The controctor will notify the project monoger ond moteriols consultont of leost 24 hours in odvonce of oll concrete poursin order to orronge for site review of reinforcement.E. Concrete finishes sholl be o Closs A finish os defined in Ontorio Provinciol Stondord Specificotion 904.

WOOD FRAMING

1. All wood decking, roil ond hondroil components sholl be white cedor Grode No.2 or better, unless otherwise noted. Roilingcomponents sholl be dressed (ploned) ond decking sholl be rough sown.2. All wood not exposed to view (i.e. ¡oists, beoms, columns ond brocing) sholl be No. 2 grode S-P-F or better ond pressuretreoted (P.T.).3. All wood ond wood components hove been designed in occordonce with CSA-086.4, All construction to comply with opplicoble sections of the 2006 Ontorio Building Code.5. All screw fosteners sholl be corrosion resistont (cooted) ond minimum No. 10 size. Minimum two fosteners per connectionor os required to resist onticipoted looding.

STEEL CONNECTORS

1. All steel connectors sholl be 'Símpson' brond. Substitutions sholl only be considered for o credit to the controct.2. All connectors sholl be instolled in strict conformonce with monufocturers instructions, including, but not limited to, thenumber ond type of fosteners required to ochieve the moximum copocity of the connector.5. All fosteners sholl be hot-dipped golvonized or stoinless steel. Hot Dip Golvonizing (HDG) sholl be in occordonce withCAN/CSA-G164 (minimum zinc cooting 600 gsm).4. Members Connected

3-58 x 2E6 BU Beom to 140 x 140 column

3-38 x 286 BU Beom to concrete pier5E x 2J5 joist to BU beom2- 38 x 140 Guordroil post to conc. heodwollJoist hold down clips

Simoson FostenerPC ô4

cB 4.5HU 28CBSQ46-SDS2H2.5

Remorkslnstoll odditionol 5/8" dio. through bolts in post& BU beom

!11'l4oMPA dry pocked grout under steel plote

1,_!:n post - four per heodwoll

THTSDRAWNGPREPAREDBY; debbgrt enq¡neerinq inc. TELEeHoNE:(s1e)6682022 JUNE2ooT


BOARDWALK - GENERAL NOTES ODWG

sPo - 5.1DATE

201 1 -O9-O2APPROVED BYPARKS PLANNING & DESIGN f

WITH RADIUSED EDGES

400mm DlA. CONCREIE PIERs0 x 150 DECKINGWITH 6mm C'CPS BÊlìilEEN

5-38X286lOO X 1OO CONTINUOUSRAIL C/rV 50 X 100 X 100SPACERS O 500mm O.C.

BUILT UP BEAM P.T.

x

rONI\ro

o-Èoo

50 X 505 ROUGH fLÈootl,

CUT FACIA

2 - 3E X I4O DRESSEDPOSIS @ ,1500 mm MAX. O.C.

58 X 235 BLOCKTNGO MIDSPAN

RAILPOST AT MIDSPAN

x

rOrr,]\¡O

{ø\à

Cr\L. POST BRACKEI

%SEE GENEML NOTES \(

à'ã-F(,<crÈ l¡J

àt-Ê(,<ôfL trj

THTSDRAWNGPREPAREDBY: dgbbert eno¡neerino inc. TELEpHoNE:(ors)6682022 JUNE2007


BOARDWALK - 3 .7m SPAN BOARDWALK & H ALL PLAN

APPROVED BYPARKS PLANNING & DESIGN

5E X 140 DRESSED TOPRA|L wrrH RADTUSED eoceslf|

38 X 89 SIDE RAILS

100 x 100CONTINUOUS RAIL

SOLID BLOCKINGBOTH SIDES

5050 0R 2440

-MAX.

525(600

I

¿=orl).+

15M "U" BAR

4 _ zOM VERT. AND lOMTIES @ J05mm o.C. (TYP.)

2100.0.c. MAX.

ilffi

\*zl>lololNI

L

x-;<

=>ooolf) C\¡(o-

¿

ooN

THTSDRAWNGPREPAREDBY: debbgrt eng¡neering inc. TELEpH.NE:(s1e)6682022 JUNE2007

CIÏY OF LONDON STANDARD DRAWING

BOARDWALK - 3.7m SPAN BOARDWAL^ - SFT|ON ADWG

sPo - 5.3DATE

201 1 -O9-O2APPROVED BYPARKS PLANNING & DESIGN {

1" DlA. 225 X 50mm HOOK 58 X 235 LEDGER BOARDFASTENED TO CONCRETE WALL (P.T.)+ WASHERS, + BOLTS 7 SCREWS EACH

SIDE@ 12-1/2" O.C-

X 150 DECKINGI 6mm GAPS BEMEEN

SEE GENERAL NOTESTYPE.

><;<:>ì o)o) c-,¡

15M @ 500mm HORIZ.CENTRED IN WALLMINIMUM 50mm COVER

x 255 JO|ST (P.T)

GAL. JOIST HANGER (TYP.)

SECTION

15M @ 300mm

GUARD POSTANCHORAGE DETAILSCALE: 1:300

75 X 38 SHEAR

4 SCREW FASTENERS MIN.PER WALL @ EACH SPACER

l¡ro

-:\ 'o

COUNTERSINK ONEANCHOR BOLT INTOEACH SPACER. 1/2"DlA. 225 X 50mm HOOK.

+'-t

lOF.

REFER TO SECTIONB FOR REINF.

UNDISTURBED NATIVESOIL SEE SPO-5.0FOUNDATION REQUIREM ENTS

15M SUPPORT BARSCoNTTNUOUS (TYP.)

BSECTION SECTION C

SCALE: 1:400 RAIL ANCHORAGE DETAILSCALE: 1:200

rHrs DRAWNG PREPARED BY: dgbbgrt eng¡negring inc. TELE'H.NE: (s'ts)6682022 JUNE 2007


BOARDWALK - HEADWALL DETA''ÐDWGsPo 5.4

DATE201 1 -O9-O2

APPROVED BYPARKS PLANNING & DESIGN r

t-=l<tLIØl

lfLElÈ

rle"l

t^rutl

.l nliHl ãhI elrI tnlvlol

t1ll all È

I I JHFll."l

z. I<tfLlø lolo-lo()lÞ

ËlÈ :(Lt<t trt:

tr

þ535

58x235JOISTS (P.r.)

BOARDWALK

4-1 /2"(GALV.)

50x150 DEC

dio BOLTS(rrP.)

SECTION

76

76

1:5003-38x286 B.U.BFAM (Low) J-38x286

(P.r) B.u.BEAM

3-58x286 B.U.BEAM (Low)

SOLID BLOCKINGABovE BEAM (TYP.)

THTSDRAWNGPREPAREDBY: debbgrt gnginegrinq inc. TELEpHoNE:(51e)66s2022 JUNE2007


BOARDWALK - 5.0m SPAN BOARDWALK PLANAPETAILS

SPO 5.5DWG DATE

2001-o9-o2APPROVED BYPARKS PLANNING & DESIGN *¿

58 X 140 DRESSED TOPRAIL WITH RADIUSED EDGES.. A9

3E X E9 SIDE RAILS

;iå'&iåi,åí? Rl -_l I¡emn

BEAM (rYP.) r 9l T-|[: : I SõñÈvs rrp.

SEE SECTIONA FORFASTENINGDETAILS

x

orO(o

J

ÉôzIl-oIE=

6 - 2OM VERT. AND 1OMTIES @ 505mm O.C. (TYP.)

rHrs DRAWTNG PREPARED ut' debbert enc¡¡neerinq inc. TELEpHoNE: (bre) 668 2022 sEpr 2012


5.0m SPAN BOARDWALK SECTION F)wG. SpO _ 5.6 perr:291J_OE_JOIAHTKUVLU ttY:. )uALÈ: 1:S00

WJ

W00

.o o

¯ ¯ 1%. .SLOPE

o

o~

STANDARD PARK BENCH¯RECYCLED PLASTIC SLATS(REDWOOD COLOUR) WITHPOWDER COATED STEELFRAME (BLACK).SURFACEMOUNT CONTOUR MODEL’AS SUPPLIED BY CLASSICDISPLAYS (BRAMPTON ON,)OR APPROVED EQUAL.

100ram CONCRETE BENCHPAD WITH BROOM FINISH,50 MPo @ 28 DAYS

Fx~~ CONTROL JOINT,

64mm (2.5") DEEP

2OOO

1300 I 600

ACCESSIBLE R.OiJ TE

10.0, mm CONCRETE BENCH PAD.WITH B..ROOM FIN!~H,

150ram GR:&NULAR ’.A’ BASECOMPACTED TO 98~ S.p.D,D.

SLOPE

600 TYP. LIMITOF RESTORATION

~50

;TANDARD PARK BENCH

SUITABLE SUBSOIL COMPACTEDTO 98% .S.P.D.D.

FASTEN BENCH WITH50mm LONG MIN. GAL. BOLTSWITH EXPANSION SHIELDS

OF LONDON STANDARD DRAWING

DWG SPO- 6.1

CITY

PARI,< BENCH AND CONCRETEIDATE2006 11 06 IAPPROVED BY


PAD

SHOOTH FINISH ~LL¯ . EXPOSED CONCRETE

(~NO SLOPE TO DRAINOF~ AVOID POND.ING ATBASE 8F BOLLARD

ALL PIPE SH~L~ BE SCHEDULEOR BETTER-

46m~ STEEL

tWHITE / SILVER REFLECTIVE TAPEAROUND BOLLARO

.fl~rnrn STE~L. PIPE :PAINTED YELLOWI WITH INDUSTRY ~TANDAR. D P~INT

tEXISTING ASPHALT PATHWAY ORCONCRETE WALK "

I EXISTING GRANULAR BASE MATERIAL

2-A~& EXPOSED WELDS S~LL BE~’P~T~ER=F’REE AND. F~NtSHEDSMOOTH TQ THE TOUCH

3. ALL EXPOSED StEE~ ~e BECONRLET~EY PAINTEQ YELLOWM~TH INDUSTRY STaNDaRDP̄AINT.

4. ALL ~X~ESS EXCAVATED.MATERIAL SHALLBE REMOVEO FRON SI2E.

ALL DIMENSIONS II~ MILLIMEtRES


DATE2002 I1 I4

SOLID BOLLARD

PARKS. P~AN~41NG &" ~ .

SLEEVE PLUG I! i..WELDED TO P~PE I :I

|FOUR (4) 25mm

I~OR P~0~ WELD

I~LAT TAB-WELDED TO PIPE

!Smm DIA HOLE FORSTANDARD LOCK

~LL P~PE SHALL BE SCHEDULEOR BETTER.

ALL EXCESSMATER~AL SH~L~REMOVED F~OM

5. ALL DIMENSIONS ARE !N M!LL~METRES.

II

II

WHITE I SILVERREFL.ECT~VE TAPE

I AROU, ND BOLL~RO

lg~mm STEEL P~PE,PAINTED YELLOW

’INDUSTRY STANDARDPAINT.

- taSmm STEELSLEEVE

DRAWING

._

ARMOURSTONE BLOCK (TYP.)

150mm. MlN. LIMESTONE SCREENINGS

ÇoMPACTED TO 98% SPDD

'l

:l

t

LIMIT OF RESTORATION(600mm. TYP.)

Þnnr srnruoenoSEED

\ --- ARMOURSTONE BLOCK (TYP.)

150mm. MlN. LIMESTONESCREENINGSCOMPACTEDTO 98o/o SPDD

SCREENED TOPSOILAS NECESSARY

PARK STANDARDSEED

EXISTING GRADE(rYP.)

NOTES:SUITABLE EXISTING SUBGRADECOMPACTED TO 98% SPDDOR IN ACCORDANCEWITHGEOTECHNICAL RECOMM ENDATIONS

1. ARMOURSTONE TO BE SOL|D BLOCKS OF DOLOM|T|C LTMESTONE OR APPROVED EQUAL.

2. ARMOURSTONE TO BE RECTANGULAR AND REGULAR rN SHAPE W|TH SMOOTH STDES AND A FLAT TOP. TRREGU|-AR

AND/OR SHARP EDGED STONE BLOCKS W|LL NOT BE ACCEPTABLE.

3. LIMESTONE SCREENINGS TO BE lN ACCORDANCE WITH OPSS 1010.

4. EXCESS SPOILS TO BE REMOVED FROM THE SITE UNLESS OTHER WISE INSTRUCTED BY PROJECT MANAGER.

= ALL GRADES TO THE APPROVAL OF PROJECT MANAGER.

i'onrrrumroN oF ARMoURSToNE sFAT To rHE AppRovAL oF pRoJEcr MANAGER.

;'ALL DTMENSTONS ARE tN M|LUMETERS.


ARMOURSTONE SEAT{)

DWG sPo - 6.4DATE

2011-09-02APPROVED BYPARKS PLANNING & DESIGN v

TYPICAL ARMOURSTONE BLOCK

FACE ELEVATION SIDE ELEVATION

I * looo-2ooo I

TERRAFIX 24OR FILTER FABRIC OR APPROVED EQUAL

ARMOURSTONE BLOCK [TYP.)

EXISTING GRADE (TYP.)

NATIVE CLEAN FILL (COMPACTED)

150mm.Ø PERFORATED PVC DRAIN WTH FILTER SOCK(OPTIONAL)

TYP. LIMIT

1 50mm. MlN. GRANULAR'A' BASE COMPACTED TO 98% SPDD

SCREENED TOPSOIL AS NECESSARY

PARK STANDARDSEED

OF RE

SUITABLE EXISTING SUBGRADE COMPACTED TO 987o SPDD OR lNACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS

NOTES:

1. ARMOURSTONE TO BE SOLID BLOCKS OF DOLOMITIC LIMESTONE OR APPROVED EQUAL.

2. ARMOURSTONE TO BE RECTANGUI-AR AND REGULAR lN SHAPE WITH SMOOTH SIDES AND A FLAT TOP. IRREGUIáR

AND/OR SHARP EDGED STONE BLOCKS W|LL NOT BE ACCEPTABLE.5. EXCESS SPOILS TO BE REMOVED FROM THE SITE UNLESS OTHER WISE INSTRUCTED BY PROJECT ADMINISTRATOR.4. ALL GRADES TO THE APPROVAL OF PROJECT MANAGER.

5. ORIENTATION OF ARMOURSTONE SEAT TO THE APPROVAL OF PROJECT MANAGER.

6. ALL DIMENSIONS ARE IN MILUMETERS UNLESS OTHERWISE STATED.


ARMOURSTONE RETAI N I NG WAÐDWG sPo - 6.5

DATE 2011-09-02

APPROVED BYPARKS PLANNING & DESIGN -X

TYPICAL ARMOURSTONE BLOCK

FACE ELEVATION SIDE ELEVATION

I t looo .2ooo I

rl

ARMOUR STONE BLOCK (TYP.)

STORE ALL DISTURBED AREAS AROUND

LIM OF STONE WITH SCREENED TOPSOIL AND/ORNATIVE SOIL EXCAVATED FROM SITE.RESTORATION

500 PARK STANDARD SEED MIX TO BE APPLIEDTO ALL RESTORED SURFACES AROUNDARMOUR STONE BLOCK.

SET ARMOUR STONE BLOCK ONCOMPACTED, EXISTING SUBGRADE.

NOTES:1. ARMOUR STONE TO BE SOLID BLOCKS OF DOLOMITIC LIMESTONE ORAPPROVED EQUAL.2. ARMOURSTONE TO BE RECTANGULAR AND REGULAR IN SHAPE WITH SMOOTH SIDES AND A FLAT TOP. IRREGULAR AND/OR

SHARP EDGED STONE BLOCKS WLL NOT BE ACCEPTED.3. EXCESS SPOIL TO BE REMOVED FROM SITE UNLESS OTHERWISE DIRECTED BY PROJECTADMINISTRATOR.4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.


ARMOURSTONE BLOCK nDWG sPo - 6.6

DATE 2011-09-02

APPROVED BYPARKS PLANNING & DESIGN *

SMOOTH FINISH ALL

EXPOSED CONCRETE

SLOPE TO DRAIN AND

AVOID PONDING ATBASE OF BIKE RACK

METRO SryLE BIKE RACK,

IN-GROUND MODEL

(oR APPROVED EQUAL)

WITH BLACK POWDER COATING

DISTURBED AREA TO BE RESTORED

I l-1,lTl_r|l_'ll--lll'-lll--llI 1-r I I I lilll lml + EXIST¡N6 SUB6RADE-i |- i |_l l t_.

i 'llt__lï-,lll-S!;;ill-l1li I

|ruruñril=12mm x 175mm REBAR, WELD

THROUGH CENTRE OF PIPE

BIKE RACK DIRECTLY BURIED WITH

250mm DIA CONCRETE FOOTING

FORMED BY SONOTUBE

NOTES:

1. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE.

2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED.


NEIGHBOURHOOD PARK BIKE RACK

DWGsPo - 6.7

DATE20120827 ffiËl8Iil^f-lNc & DEs,c . R*fu

SMOOTH FINISH ALLEXPOSED CONCRETESLOPE TO DRAIN AND

AVOID PONDING ATBASE OF BIKE RACK

METRO STYLE BIKE RACK,IN-GROUND MODEL(OR APPROVED EQUAL)WITH BLACK POWDER COATING

DISTURBED AREA TO BE RESTORED

[ EXIS]qNG SUBGRADE

12ram x 175mm REBAR, WELDTHROUGH CENTRE OF PIPE

BIKE RACK DIRECTLY BURIED WITH250mm DIA CONCRETE FOOTING

I FORMED BY SONOTUBE

NOTES:

1. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE.2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED.


DWG SPO - 6.10

NEIGHBOURHOOD PARK BIKE RACK

IAPPROVED BYDATE 2006 11 06PARKS’PLANNING AND DESIGN

13

2~rnm WIDE × t~7~mm LONGEX-~RUDEO ALUMINUM SIGNBLANK, SHA. RP CORNERS MUST. BERAIDIIED OR CHAMF-~-RED.

.EN~{NEER’8-WHITE, ~IGN T~ BE9UPPL~EO BY SCUGOG ~IGNSOR APRROVED OTHER,

MUNICIPAL PARK ADDR.ESS NUMBEROPTIONAL, tNOL.UDE WHEN DI.REOTEBBY PROJECT MANAGER,.FONT: ARIAL-NARRO~/ (WIDTH FA~:FORCOLO.UR: METALLIC GUN METAL GREY (AVERY)CENTRE HORIZONTALLY WITHIN BORDER.

13

I8turn SIGN BORDER. OFFSET 6~nrnFROM SIGN EDGE.

I .CO~_OUR~ METALLIC GUN METAL GREY (AVERY)

PARK NAME ALWAYSU£E 2. LINESOF TEXT AND TEXT BOTTOM "TO FAGp"

ROAD/:SIDEWALK. TOP OF TEX’Y TO ~AC.EPARK SIDE. CENTRE" TEXT HORI~ONT~LLYBE-~WEEN BORDER AND VERTIC~LL.YBETWEEN BOLT HOLESFONT: ARIAL - NARROW (B.OLD) (WI.DTH EACTOR I~-~%)dOLOUR: GREEN - PANTONE 33~

CITY dF LONDON TREE LOGO AS PER-CITY ~IGN PRODUCTION ~TANDARDS,

TREE/TEXT COLOUR:.GREEN PANTONE 33~8BACKGROUND COLOUR:METALLIC GUN METALGREY (A£ERY)

NOTES I OETAIL TO BE US#D IN CONJ1JNCTION W~TH SP0-7.2

2 ALL VINYL GRAPHICS TO BE BAKED ON SIGN BLANK

CITY OF LONDON STANDARD DP~&WING

NEIGHBOURHOOD PARK SIGN

PARKS P.LANNIN.G &IDATE 2002 12 18

---~--~ CONCRETE FOOT~N6

I DOME POST CAP

~L__4TAMPER PROOFFASTENER

SZGN/POST MOUNT(SPACER)

.~_~_~EXTRUDED ALUMINUMSZGN (~s PER 9Po-7,D

NOTES~

¯ DETAIL TO BE USED ZNCON~UNCT$ON W~TH SPO~7.$

GAL, STEEL P08T MU~T BE~NSTALLED STRAIGHT ANDTRUE TO THE SAT[SFACTZ~NOF THE PRO~ECT MANAGER

¯ EXACT SITE LOCATIONOF THE N~!GHBOURHOODPARK SiGN I8 SWBGECTTO CITY APPROVAL

¯ ~NSTALL EACH EXTRUDEDALUMINUM ~GN ONTHE CORRECT POST S~OE,TEXT BOTTOM MUST FACE

¯ CONTRACTOR TO SNSTALLREBAR ANCHOR IN POST.

CITY OF raND,ON STANDARD DRAWING

NEIGHBOURHOOD PARK SIGN -INSTALLATION’ G 8PC 7,2. ,200B 11 01 ! PARKS: P~N!NG & DESIGN

EXISTING GRADE

TOP 80ram OF EXISTING TOPSOIL WITHIN PATHWAY ALIGHNMENTSHALL BE STRIPPED AND REUSED TO RESTORE WORK AREAFOLLOWING CONSTRUCTION. FINISHED GRADE OF WOOD CHIPPATHWAY SHALL BE 100ram ABOVE EXISTING GRADE.

COMPACTED WOOD CHIP PATHWAY, 180 mmDEPTH. PRODUCT SAMPLE SHALL BESUBMITTED TO PROJECT ADMINISTRATOR FORQUALITY APPROVAL PRIOR TO INSTALLATION(REFER TO NOTE NO. 3 BELOW).

COMPACT EXISTING SUBGRADE PRIOR TOINSTALLATION OF HARDWOOD CHIPS. DO NOTCOMPACT EXISTING TOPSOIL BEYOND LIMITSOF HARDWOOD CHIP PATHWAY.

RESTORE PATHWAY EDGES WITH TOPSOILPREVIOUSLY STRIPPED FROM SITE.

PARK STANDARD SEED MIX TO BE APPLIED TOALL RESTORED SURFACES ALONG PATH EDGE.

UNDISTURBED SUBGRADE AND/OR TOPSOIL

600WIDTH VARIES DEPENDINGON PROJECT PARAMETERS(TYPICALLY 1000-2000)

NOTES:ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED.

DISTURBANCE BEYOND 600ram FROM PATHWAY EDGE WILL NOT BE PERMI]-~ED. EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE AND COMPACTIONTO TOPSOIL AND VEGETATION WITHIN THIS 600ram DISTANCE.

SUPPLY OF WOOD CHIPS SHALL BE FREE OF NAILS, PRESSURE TREATED WOOD, TOPSOIL AND SAWDUST. WOOD CHIPS SHALL BE A CONSISTENT SIZE.WOOD CHIPS SHALL BE OF A SIZE THAT AVOIDS RAPID DECAY, WHILE PERMITING COMFORTABLE PEDESTRIAN FOOT TRAFFIC. PRIOR TO INSTALLATION,CONTRACTOR SHALL SUBMIT SAMPLE OF WOOD CHIPS TO CONTRACT ADMINISTRATOR FOR QUALITY ACCEPTANCE.


DWGSPO 8.1 rDATE

WOOD CHIP TRAIL

IAPPROVEDBY2007-10-16 PARKS PLANNING AND DESIGN

50x1 50 rough cut cedar decking. Cedar decking to besecured to joist using 89mm (3.5") decking screws (twoscrews per side). 12mm spacing between boards.

1 50x1 50 rough cut cedar jo¡st.

125x255 steel plates connecting joists. One plate oneach side of joist. Plate shall be minimum 3mm (1/8")thick.

150x150 rough cut cedar beam.

lndividual cedar joists to be fastened to beam using a254mm (10") long galvanized spike.

Precast concrete patio slab 300x300 set on 100 ofcompacled (hand tamped) limestone screen¡ngs. Patioslab shall have a minimum th¡ckness of 38mm (1.5").

50x150 rough cut cedar decking. 12mm spacingbètween boerds

150x150 rough cut cedar beam.

Existing grade. Boardwalk shall be constructed in afashion thet m¡n¡mizes disturbance to surroundingvegetation and drainage patterns.

150x150 rough cut cedarjoist.

125x255 steel plates connecting jo¡sts. Plate shall be3mm (1/8") thick min. One steel plate to be secured oneach side ofjoints us¡ng four 13mmx203mm (1/2"x8")bolts. Bolts shâll be inserled through predrilled holes inthe ¡oist and both plates - tighten with washer and nut.Washer and nut to be placed on ¡ns¡de of joist.

Precast concrete patio slab 300x300. Pat¡o slab shallhave a minimum thickness of 38mm (1.5").

1 00 depth of compacled (hand tamped) limestonescreenings.

Undisturbed subgrade.

SECTION VIEW:

NOTES:1. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWSE NOTED.

2. DISTURBANCE BEYOND 600mm FROM EDGE OF BOARDWALKWLL NOT BEPERMITTED. EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE AND COMPACTIONTO TOPSOIL AND VEGETATION WTHIN THIS 600mm DISTANCE.

3. ALL FASTENERS TO BE HOT DIPPED GALVANIZED.

4. ALIGNMENT OF PROPOSED BOARDWALK TO BE APPROVED ON SITE BY PARKSPLANNING AND DESIGN STAFF PRIOR TO ANY CLEARING AND/OR CONSTRUCTIONCOMMENCING,

5. ANY'RAMP'FROM EXISTING GRADE UP TO THE LEVEL PORTION OF BOARDWALKSHALL NOT EXCEED 6%.

6. A RAMP SHALL BE CONSTRUCTED AT ALL TERMINATION POINTS OF THEBOARDWALK. RAMP SHALL HAVE A MAXIMIMUM SLOPE OF 8OlO. END OF RAMP SHALL BEFLUSH WTH TRAIL APROACH SO NO STEP OR TRIP HAZARD IS PRESENT.


TRA| L BOARDWALK (ON-GRADE)

APPROVED BYPARKS PLANNING & DESIGN

PLAN50x150 rough cut cedar deck¡ng. Cedar decking to besecured to joist using 89mm (3.5") decking screws (twoscrews per side). 12mm spacing between boards.

150x150 rough cut cedarjoisl.

125x255 steel plates connecting uprighls to the joists.

One platê on each side of jo¡st. Plate shall be minimum3mm (1/8") th¡ck.

50x1 00 rough cut cedar cross brace. Secure crossbraceto uprights using four 89mm (3.5") long decking screwsat each upright.

Precast concrete pat¡o slab 300x300 set on 100 ofcompacied (hand tamped) l¡mestone screenings. Patioslab shall have a m¡n¡mum thickness of 38mm (1.5").

SECTION

Height of uprightsmay vary.

MÆ( 600

50x1 00 rough cut cedar cross brace.Secure to upright using four 89mm(3.5") deck¡ng screws on each side.

50x150 rough cut cedardecking. 12mm spacingbetween boards.

1 50x1 50 rough cut cedar upright.

Existing grade. Boardwalk shall be construcled in afashion that minimizes diSlurbance to surroundingvegetation and dra¡nage patterns.

1 50x150 rough cut cedar joist.

125x255 steel plates connecting uprights to the joils.Plate shall be 3mm (1/8") thick min. One steel plete tobe secured on each side of joist using four 1 3mmx203mm(1/2"x8") bolts. Bolts shall be ¡nserted through predrilled

holes in the jo¡st and uprights and both plates - tightenwith washer and nut. Washer and nut to be placed oninside of joist.

Prccast concrele patio slab 300x300. Patio slab shallhave a minimum lh¡ckness of 38mm (1.5").

1 00 depth of compac,ted (hand tamped) limestonescreenings.

Undisturbed subgrade.

NOTES:1. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWSE NOTED.

2. DISTURBANCE BEYOND 600mm FROM EDGE OF BOARDWALKWLL NOT BEPERMITÏED. EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE AND COMPACTIONTO TOPSOIL AND VEGETATION WTHIN THIS 600mm DISTANCE.

3. ALL FASTENERS TO BE HOT DIPPED GALVANIZED,

4. ALIGNMENT OF PROPOSED BOARDWALK TO BE APPROVED ON SITE BY PARKSPLANNING AND DESIGN STAFF PRIOR TO ANY CLEARING AND/OR CONSTRUCTIONCOMMENCING.

5. ANY'RAMP'FROM EXISTING GRADE UP TO THE LEVEL PORTION OF BOARDWALKSHALL NOT EXCEED 60lo.

6. A RAMP SHALL BE CONSTRUCTED ATALLTERMINATION POINTS OFTHEBOARDWALK, RAMP SHALL HAVE A MAXIMIMUM SLOPE OF 8%, END OF RAMP SHALL BEFLUSH WTH TRAIL APROACH SO NO STEP OR TRIP HAZARD IS PRESENT.

PERSPECTIVE


TRAIL BOARDWALK (ELEVATED) ODWG

sPo - 8.3DATE

2011 09 02APPROVED BYPARKS PLANNING & DESIGN f

, L

-îftä:"".-âgå31".1Híîf'ffffiä%ËffilîEï,?[?êhïïïã3'*

*V W

ANDGT'ETHEMT.PR.JE.TMANA.ER.

\\ j^f # /--REMovERoorBALLFRoMpor.

\\yl7,/.-100mmDEPTHoFSHREDDEDBARKoRHARDwooDMULcH'BASEoF>\J( // )_ ./- / / å"*u"""or,-NorBEcovEREDwrrHMULcH.

\tr//a-8i."åiH"Jit"åJiJ#ffi $îåyå"A'ERALUNLE''orHERwSE

NOTES:

1. BASE OF SHRUB TO HAVE SAME ELEVATION RELATIVE TO FINISHED GRADE AS PREVIOUSLY OCCUPIED PRIOR TO TRANSPLANTING.

2. SAUCER TO BE SOAKED WITH WATER AND MULCHEÞ IMMEDIATELY FOLLOWNG PLANTING.

3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED,

4. SIZE OF SHRUB MUST MEET CONTRACT REQUIREMENTS.

5, ALL PT.ANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE CANADIAN NURSERY TRAÞE" O""O"'O''O* FOR SIZE AND SPEçIES.

CIry OF LONDON STANDARD DRAWING

TYPICAL SHRUB PLANTING DETAIL

DWGsPo - 9.1

DATE2012-08-27

APPROVED BYPARK. PLANNTN.AND DEST.N ør.ffi/

TURF PLAYING �AREA

N.O~ES:

1I.1

N

PREFERRED FIELD.~DRIENTATION

REQUIRED RUN-OUTZONE

L BUFFERTO FACILITIES AN~ORPROPERTYLINES

DIMENSION SCHEDULEA B C

REGULATION SOCCER 100 6O 30* 15"

MINI SOCCER 60~0" 4O 15" ’~5" - 5

CITY OF E-DNIDrqN STANDARD DRAWING

SPO-10.1

S D.C0 ER-, P-]~-.T CH LAYDUT~: ii - ~: ."",:t- ’ "

2005 11 . ~Ri~S"P-LANNING AND DESIGN

7010

15.0~

W E

SPREFERRED FIEL~ ORIENTATION

MINI 80CCER-PITCH

REGULATION SOCCER PITCH

BUFFER TO FAC!LITIES AND/ORPROPERTY LINES

MINI ,SOCCER PITCH

BUFFER. DISTANI~E8 MAy;BE ALTERED DUE TO oN.-~ITE CONDITIQN8 ATTHE DISCRETION AND APPROVAL OF THE CITY OF LONDON.

CITY F1F LDND~BN STANDARD DRAWING

DOUBLE NINII SOCCER PITCH WITHIN REGULATION PITCH

SP0-10-2 2005 11 0! P-~Rf~ PLANNING AN]3 ]3ESIGN

LAYOUT

1%

1%

PREFERREID’OBTION,’A’

III

III

REQUIRED RUN-OUT ZOI~E

1ALTERNAT~IOP~!ON ,.’B~.

I

AI:~kRNA~E,oP~ION ’C’ ALTERNATEOPTION ’O’

:NOTES:1. ~ TOPSOIL’SI~U.

CITY DRAWING

sPo-~o.~ ! DATE

FI F LFIND 8/1%1 S.T A N D A R D

.. " :~’1."-~. ~T" _ "

’"[ :-I:~:.-P:-P..RE]VED BY2005 11 01 :iS"~:.R~::S PLANNING AND DES:IGN

DIMENSION SCHEDULE

A B c D E F G H I JIEGUUf ION BASEAALL DIAMOND 99 122 55 29 18 9 3 30* 15* l0-

)EE WEE BASEBALL DIAMOND 82 102 45 23 15 9 J 30* 15. '10.

¡OSOUIfO BASEBALL DIAMOND 61 75 33 17 11 6 3 22. 1'l

PREFERRED FI ELD ORIENTATION

DUGOUT

OPTIONAL OUTFIELD FENCESET 150mm INSIDE WARNINGTRACK

WARNING TRACK (OPTIONAL)

3.0 METER HIGH FOUL LINEPOST (OPTIONAL)

BUFFER TO OTHER FACILITIES

BUFFER TO PROPERTY LINES

NOTES:1. ALL MEASUREMENTS GIVEN IN METERS UNLESS OTHERWSE SPECIFIED.

2. REFER TO CITY OF LONDON STANDARD DRAWNG SPO-11.4 FOR GRADING REQUIREMENTS,

3. TURF OUTFIELD SHALL BE IN ACCORDANCE WTH CITY OF LONDON STANDARD SPO-13.

BUFFER DISTANCES MAY BE ALTERED DUE TO ON-SITE CONDITIONS AT THE DISCRETION AND APPROVAL OF THE CITY OF LONDON.

APPROVED BYPARKS PLANNING & DESIGN2011 09 02


BASEBALL DIAMOND LAYOUT

NOTES:

1. DE'|AIL TO BE USED IN CONJUNCTION WITH SPO_13.3 AND SPO_13.4.2. NO STRUCTURES MAY BE SITUATED WITHIN THE 20o0mm WIDE NO ENCROACHMENï ZONE.3. ALL LINES TO BE 2 COATS OF WHITE TRAFFIC PAINT IN ACCORDANCE WITH O.P.S.S 5õ2.4. .!% MAXIMUM GRADE ACROSS ASPHALT COURT. 2% TÅAXIVIU¡T GRADE ACROSS NO ENCROACHMENT ZONE.5. ALL DIMENSTIONS ARE IN MILLIME.TRES.

EDGE OFASPHALÏ

\-luteRtoR LrNES50mm. WIDE

_1

"f3l

NO ËNCHROACHMENT ZONE


HALF.COURT BASKETBALL LAYOUTDWG sPo - r3.1

DATE zo.poa2TAPPROVED BY


NOTES:

1. DIIAIL TO BE USED IN CONJUNCTION WITH SPO-15.5 AND SPO-15.4.2. NO STRUCTURES MAY BE SITUATED WITHIN THE 200omm WIDE NO ENCROACHMENT ZONE.5. ALL LINES TO BE 2 COATS OF WHITE TRAFFIC PAINT IN ACCORDANCE WITH O.P.S.S 552.4. 1% MAXIMUM GRADE ACROSS ASPHALT COURT. 2% MAXIMUM GRADE ACROSS NO ENCROACHMENT ZONE.5. ALL DIMENSTIONS ARE IN MILUMETRES.


FU LL-COU RT BASKETBALL LAY OP)DWG sPo - 13.2

DATE 20.¡ og 02APPROVED BYPARKS PLANNING & DESIGN K

PARKSTANDARD SEED(sEE NOTE 4)

SCREENED TOPSOIL AS REQUIRED(SEE NOTE 3)

somm HL3ASPHALTWITH45^ HAND TAMPED EDGE(sEE NOTE 1)

SLOPETO DF¡AIN(SEE NOTE 5)

1.

NOTES:

ASPHALT SURFACE TO BE ONE (1) SOmm LAYER(AFTER COMPACT¡ON) OF HOT MIX HL3 IN ACCORDANGE\/VITH O.P.S.S. 3IO. ASPHALT EDGE TO BE45^ HAND TAMPED SMOOTH EDGE W|THOUTI..ATERAL DEVIATIONS.

GRANULAR BASE MATERIAL SHALL BErN ACCORDANCE WlrH O.P.S.S. 1()1().

IMP()RTED TOPSOIL SHALL CONSIST OF A LOOSEFR]ABLE LOAM SOIL IN ACCORDANCE WITH CITY OFLONDON CONSTRUCTION SPECIFICATIONS Fc)R TOPSOIL.

PARK STANDARD SEEDING IN ACCORDANCE WITH CITYOF LONDON CONSTRUCTION SPEGIF¡CATIONS FOR SEEDINGAND COVER

FINISHED SLOPE ()N BASKETBALL COURTSSHALL BE IN ACCORÞANCE \/VITH THE GONTRACTDFìAìruINGS ORAS SPECIFIED BYTHE PROJECT MANAGER

ALL DIMENSIONS IN MILLIMETRES.

zoomm GFTANULAR'A. BASECOMPACTED TO 98Yo S.P.D.D.(sEE NOïE 2)

SUITABLE EXISTING SUB-GFIADE COMPACTED TO9870 S.P.D.D. OR lNACCORDANCE WITHGEOTECHNICALRECOMMENDATIONS

3.


TYPICAL BASKETBALL COURT CROSS.SÉÞTIONt/DWG sPo - 13.3

DATE 2011 09 02

APPROVED BYPARKS PLANNING & DESIGN Y\.

FAN SHAPEDSTEEL BACKBOARD

STEEL MOUNTINGHARDWARE

HEAVY DUTY DOUBLEHOOP STËELBASKETBALL GOAL

HEAVY DUTY NYLONBASKETBALL NET

CONCRETE POST FOOTINGIN SONO TUBE

COMPACT SUBGRADETO 987o SPD

CONCRETE FOOTING TO BE 25MPo @ 28 DAYS

DETAL TO BE USED IN ACCORDANCE WITH SPO - 15.1ALL DIMENSTIONS ARE IN MILUMETRES.

oR sPo - 13.2


BASKETBALL GOAL ASSEMBLY CDWG sPo - 13.4

DATE 2011 09 02APPROVED BY

PARKS PLANNING & DESIGN {i

Documents

DRAWINGS FOR PARKS AND OPEN SPACES (SPO)€¦ · supplemental standards for parks and open spaces (spo) standard contract documents for municipal construction projects | 2018 edition