SUPPLEMENTAL STANDARDS FOR PARKS AND OPEN SPACES (SPO) STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2019 EDITION 258 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Ontario Provincial Standard Drawings (OPSD), and the current City of London Standard Drawings, are amended as follows: Superseded / Deleted Amended / New / Current C.O.L. Dated Title of DWG C.O.L. Dated Title of DWG - - - SPO-1.1 2002-01-14 Asphalt Pathway - - - SPO-1.2 2002-12-18 Multi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 SPO-2.3 2006-11-06 Play Area Section at Drainage Hole 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 SPO-2.5 2014-08-26 Play Area Section at Depressed Curb
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DRAWINGS FOR PARKS AND OPEN SPACES (SPO) · 2018-12-21 · SUPPLEMENTAL STANDARDS FOR PARKS AND OPEN SPACES (SPO) STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS |
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SUPPLEMENTAL STANDARDS FOR PARKS AND OPEN SPACES (SPO)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2019 EDITION 258
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Superseded / Deleted Amended / New / Current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
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
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
CITY OF LONDON STANDARD DRAWING
DWG DATE
CONCRETE PAVING WITH WIRE MESH
2014 08 27
APPROVED BY
SPO - 1.8
PARKS PLANNING & DESIGN
CITY OF LONDON STANDARD DRAWING
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)
, . . 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
CITY OF LONDON STANDARD DRAWING
DWG DATE
APPROVED BY
SPO - 2.5
PLAY AREA SECTION AT DEPRESSED CURB
PARKS PLANNING AND DESIGN
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 .
CITY OF LONDON STANDARD DRAWING
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
/
CITY OF LONDON STANDARD DRAWING
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 .
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
GRANULAR PARKING AREA WITH B A R R F CURB APPROVED BY
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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.
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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.
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CITY OF LONDON STANDARD DRAWING
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
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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.
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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
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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
CITY OF LONDON STANDARD DRAWING
BOARDWALK - HEADWALL DETA''ÐDWGsPo 5.4
DATE201 1 -O9-O2
APPROVED BYPARKS PLANNING & DESIGN r
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58x235JOISTS (P.r.)
BOARDWALK
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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
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.
CITY OF LONDON STANDARD DRAWING
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
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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.
CITY OF LONDON STANDARD DRAWING
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.
CITY OF LONDON STANDARD DRAWING
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.
CITY OF LONDON STANDARD DRAWING
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,
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.
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.
CITY OF LONDON STANDARD DRAWING
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.
CITY OF LONDON STANDARD DRAWING
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.
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.
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
HALF.COURT BASKETBALL LAYOUTDWG sPo - r3.1
DATE zo.poa2TAPPROVED BY
PARKS PLANNING & DESIGN
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.
CITY OF LONDON STANDARD DRAWING
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