STANDARD DRAWINGS FOR ROADS - London, Ontario · standard drawings for roads ... standard contract documents for municipal construction projects ... 81dewalk ramp detail, standard

SUPPLEMENTAL STANDARDS FOR ROADS (SR)

STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 59

STANDARD DRAWINGS FOR ROADS

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

Standard Contract Drawings are amended as follows:

SUPERSEDED/DELETED (REMOVE) AMENDED/NEW/CURRENT (INSERT)

OPSD C.O.L. DATED TITLE OF

DRAWING

C.O.L. DATED TITLE OF DRAWING

310.010

-

1993-10-01

Concrete Sidewalk

-

-

-

- SR-1.0 1997-02-15 Concrete Sidewalk SR-1.0 2004-11-01 Concrete Sidewalk

310.020 - 1993-10-01

Concrete Sidewalk

Adjacent to Curb

and Gutter

- - -

- SR-1.1 1999-01-30

Concrete Sidewalk

Adjacent to Curb

and Gutter

SR-1.1 2017-12-11

Concrete Sidewalk

Adjacent to Curb and

Gutter

310.030 - 1993-10-01

Concrete Sidewalk

Ramp at

Intersection

- - -

- SR-1.2 2003-01-17 Concrete Sidewalk

Ramps SR-1.2 2011-08-26

Concrete Sidewalk

Ramps

- SR-1.3 1998-03-01 Combination Curb

Face Sidewalk SR-1.3 2017-12-11

Combination Curb Face

Sidewalk

- SR-1.4 1997-02-15

Combination Curb

Face Sidewalk at

Driveways

SR-1.4 2017-12-11 Combination Curb Face

Sidewalk at Driveways

- SR-1.5 1996-03-15 Sidewalk Driveway

Entrance Detail

SR-1.5 2017-12-05 Sidewalk Driveway

Entrance Detail




OPSD C.O.L. OPSD C.O.L. OPSD C.O.L. OPSD

351.010 - 1992-05-01

Urban Residential

Entrance with

Boulevard

- - -

- SR-2.0 2007-03-06

Single, Double and

Multi-Family

Driveway Entrances

with Boulevards

SR-2.0

2016-11-03

Single Family and Multi-

Family Driveway

Entrances with

Boulevards

- SR-3.0 1998-03-01 Concrete Curb

Setbacks SR-3.0 2014-10-03 Concrete Curb Setbacks

- SR-4.0 1998-03-01 Asphalt Bicycle

Path SR-4.0 2004-11-01 Asphalt Bicycle Path

500.020 - 1991-04-15

Turning Basins for

Terminated urban

Roadways

- - -

- SR-5.0 2002-03-20 Standard For

Circular Cul-de-Sac SR-5.0 2003-01-17

Standard For Circular

Cul-de-Sac

- SR-5.1 2003-01-17

Standard For

Industrial Cul-de-

Sac

SR-5.1 2010-09-22 Standard For Industrial

Cul-de-Sac

- SR-5.2 1996-03-15 Temporary Turning

Circle SR-5.2 2002-03-20

Temporary Turning

Circle

512.020 SR-6.0 1996-03-15 Concrete Steps with

Footings SR-6.0 2002-11-06

Concrete Steps with

Footings

- SR-6.1 1996-03-15 Concrete Steps

without Footings SR-6.1 2002-11-06

Concrete Steps without

Footings

- SR-7.0 2002-03-20

Standard

Pedestrian

Walkway

SR-7.0 2003-01-17 Standard Pedestrian

Walkway

- - - - SR-8.0 1996-03-15 Removable post Detail





- - - - SR-9.0 1998-03-01 Steel Beam Guide Rail

Assembly Detail

SR-9.1 1998-03-01

Steel Beam Guide Rail

Post and Offset Block

Detail

902.090 1992-12-15

Steel Beam Guide

Rail Embedded

Connection for New

Structures

SR-

10.0 1999-01-30

Steel Beam Guide

Rail Embedded

Connection for New

Structures

SR-

10.0 2000-02-29

Steel Beam Guide Rail

Embedded Connection

for New Structures

-

SR-

11.0 2000-02-29

Concrete Island

Bullnose

SR-

11.0 2011-08-26

Concrete Island

Bullnose

- SR-

12.0 2000-02-29

Existing Gravel

Driveway

Restoration

SR-

12.0 2013-10-15

Existing Gravel

Driveway Restoration

- SR-

13.0

2011-11-14

Deleted

Pavement

Reinforcement

Detail for Road

Widenings

SR-

13.1 2012-01-26

Stepped Milled Joint

Pavement

Reinforcement

Detail

SR-

13.1 2013-10-15

Stepped Milled Joint

Pavement

Reinforcement Detail




OPSD C.O.L. DATED TITLE OF

DRAWING

C.O.L. DATED TITLE OF DRAWING

- SR-14.0 2009-10-26

Pavement Cut

Guidelines

Matching New

Construction to

Existing Asphalt

SR-14.0 2010-09-22

Pavement Cut

Guidelines Matching

New Construction to

Existing Asphalt

SR-19.0 2012-12-03 Concrete Island

Bullnose

SR-19.1 2012-12-03

Typical LI-Channel Post

and Stabilizer Plate

Detail

SR-19.2 2012-12-03

Typical 4”x4” Pressure

Treated Wood Post and

2 3/8” Round

Galvanized Steel Post

Installation Detail

SR-19.3 2012-12-03

Typical Square Post and

Anchor Post

Installations Detail

SR-19.4 2012-12-03 Sign Sheeting and Post

Requirements

SR-20.0 2012-08-22 Types of Pavement

Markings

SR-

20.0A 2015-02-25

Types of Pavement

Markings

SR-

20.0B 2015-09-21

Types of Pavement

Markings





SR-20.1 2011-09-06

Signalized

Intersection

Markings

SR-20.1 2015-09-25 Signalized Intersection

Markings

SR-20.2 2013 Zebra Pavement

Marking Detail SR-20.2 2015-09-21

Zebra Pavement

Marking Detail

SR-20.3 2011-09-09

Arrow and

Pavement Marking

for Bicycle Lanes

SR-20.3 2015-09-22

Arrow and Pavement

Marking for Bicycle

Lanes

SR-20.4 2011-09-09 Bicycle Sharrow

Pavement Markings

DUMMY JOINT

CONTRACTION JOINTR--5 "k r-5

-- -- joln~ ~er~al

EXPANSION JOINTNOTES:

1.Sidewalk thickness shall be 100 mm.At commercial and industrial drivewaysthe thickness shall be 150mm unreinforcedunless otherwise specified.

CITY OF LONDON

Curb and gutter

R=O.~mTyp ----~

1.5m Expanslon~

Typ joints

Dun~n~~joints

Contraction .... :joint8Typ

JOINT LAYOUT

A. ALL DIMENSIONS ARE IN MILLIMETERSUNLESS OTHERWISE SHOWN

2. Sidewalk width shall be Increased to2.4m at schools, bus stops and otherhlgh pedestrian areas.

3. For NEW subdivisions, maximumboulevard grade shall be 4%

4. Refer to drawing SR-I.2 for concrete81dewalk ramp detail ,

STANDARD DRAWING

CONCRETE SIDEWALK

8R-1.0DATE

2004 11 01 J’ APPROVED BY

CITY ENGINEER

'1 .5t<-l

lrvp IExponsion jointsTyp. P/LLoruoô_- oooLt-.- +.n

^u)

Loraoô- oooL+.-+Ø >U)Romp s I opes87. mox.Tvp.

a\ó

TYPE CryPE A

ryPE

-Through street-*

Finished rood

joints

CurÞ ond gutfer

n

TYPE BNote 1

Curb ond gutler

Expons i onmotero L

joîntTvp.

1.5trfi]

ryPICALALL DIMENSIONS ARE IN METRES

UNLESS OTHERWISE SHOWN

To be constructed for use oTTee inïersecfions ond wclkwoys.

When the oreo noled exceeds 3m X 3m,topsoi I ond sod con be used os osuÞst i fute.

Expons î on joinlsTvp.

TYPE E

Fu I I curbhe i ght

Curb ond gutter

Note 3.

RAMP SECTION

100nm GronuIor'A' (Typ)

Compocled subgrode ( Typ )

3. Al I romps of rodîi lo be constructed using150mm concrete, excep+ Type B wi I I beconsfrucled using 100rnm mÌn. concrete.

4. For povement morkîng requiremenls olcrosswolK romps see Dwg's SR-20.0 to SR-20.2ond for ALL signol ized inlerseclions seeDwg's STS-11.01 To STS-11.05 for relofeddesign / construcÌion requirements.

surfoce Expcnsion jointmoterol, Typ.

Io

oeQOo, 'oQoo'oo

NOTES:Curb ond gutteros specified

A.

1.

2.

CITY OF LONDON STANDARD DRAWING

CONCRETE SIDEWALK ,

~ Limit o# Road AIlowance ,.,

Entr

Curb ~nd gutter " "

Driveway Entrance Type’i"l

Single Family B.O 7.0 0.5 0.5(Local & Secondary ROW’s)

Single Family B.O 8.0 0.5 1.5( Other ROW’ ~ )

~u +i’f~~~ ~~ .... ~L

~ ~-I0~ I ~..~ J .... { J _Concrete curb

Driveway Struature

........ HL3 Gra.n. Gran.TypeINote Zl ’A’ ’B’

~i[’~gle,’~,amil.y ....... "50. ,,)50 " -

SECTION Z-Z FOR NEW SUBDIVISIONS

Varies A. ALL DIMENSIONS ARE INMILLIMETRES UNLESS

p 1.5m N OTHERWISE SHOWNreferred4,50m Varies

sag

NOTES:I. For developments with oommeralal or

multi-family driveway entranoesl theverticalgrades of access driveways shallbe 2% for g minimum distance of 6.0m6aok o{ #roperty line.

SECTION Z-Z FOR EXISTING R.O.W.’$

The maximum driveway width leading to allor a portion o# a parking area, shall NOTexceed 6,0 metres or {or a lot with a~rontege o{ 12.0 metres or less, 50% o{ thelot {rontage.

2. HL3 can be substituted with other herdsur+aoes (i.e. paving stone, concrete)approved by the Contract Administrator,

4. Grades on reoonstruoted driveways will varybased on n~atohing existing driveway topography,


DWGSR-2,0

SINGLE FAMILY AND ’MULTI’FAMILYDRIVEWAY ENTRANCES WITH BOULEVARD.

" 2007 O~ 06 OITY ENGINEER

SEE NOTESl,2 & 3-~ ~ .... 2% - 4% Cross ~:all towards ~ o~: road or as d~rected

~ \ by the Contract Aminlstrater ~. f-Sod or seed

Granular ’A’ 100mmGra~ular ’A’

DETAIL ’A’ DETAIL ’B’ D~TAIL ’C’VERTICAL FORMED SLIP FO~ED ~PHALT BICYCLE PATH ADJACENT

EDGE EDGE TO CONCRETE SIDEWALKOPTION

A. ALL DIMENSIONS ARE IN MILLIMETERSUNLESS OTHERWISE SHOWN

NOTES:1. Vertical edge of asphalt sidewalk to be constructed using forms,

2. Slip forming may be permitted tf approved by the Contract Administrator

3. Backfl I I mater fa I adjaoent to the aspha I t edge sha I I be we I I compacted.

4. Landscaping to blend with contour of exlstlng ground.

5. In aff I I oond t t i on, aspha I t bf eye I e path must be constructed u81 ng forms.Forms 8hall be supported by welt compacted bookfil I material, as shownin detail ’A’ .

6. Depths of asphalt & granular base may be modified at the dfsoreflon ofthe Contract Admi ni strator.

CITY OF LONDON STANDARD DRAWING, ! ,, [ ] r ,,, r , , , , , ,,,, , , , , , ,, Ill T:I I I ~ ],llll, , ! I, , ,,, I j , ,, L .... LL ~

ASPHALTBICYCLEPATHDWG 8R - 4,0 DATE 2004 11 oi

II I II I III IIIIIIIIII IIIII II II I II iiiii Ii

Note 2

DWG SR-5.0

Curb & gutter - OPSD-600.060 Edge of asphalt

Conc. sidewalk ( when required)

Island (optioncl)

CURVED PROPERTY LINE (OPTIONAL) NOTE 6

I

DATE APPROVED BY zoo3 01 17 CITY ENGINEER

NOTES: 1. Grade of gutt

to be 0.5% mi in

:m. -de-

2. Island to be sodded on 1OOmn of topsoil

3. Cul-de-sac alignment m y be skewed subject to cpproval by the Contract Administrator

4 . Road width dimensioned from edge of csphalt

5 . Island curb shall be constructed to

to edge of asphalt

OPSD. 600.110.

A. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN

6. A curved property line with a minirmm radius of 11.0 mtres may be used as an olternative to the straight line transition from the cul-de-sac to standard right-of-way

7. Rood cross-fa1 I within bulb portion of cul-de-sac to be a minimum 2% grade


STANDARD FOR CIRCULAR CUL-fXE-SAC

Curb & gutferoPSD 600.01 0

Islond (optionol )

Note 2

Edge of osphol+

R= 78.0

NOTES: ProÞer+y l¡ne

R= 72.O1. Grode of gutfers in Cul-de-Soc to be

0.57. mïnirrum.

2, Islond +o Þe soclded on 100nm of +opsoi I

3. Cuf-de-soc ol ¡gnmen+ moy Þe stro¡ght subjecito oÞÞrovol by +he Confrocf Admin¡strotor.Rood wÌdlh dimensioned from edge ofosÞhol+ +o edge of osÞholf.Islond curÞ shol I be cons+ruc+ed tooPsD. 600. f 10.

Rood cross-fol I wifhinbulb portion of cul-de-socto be o minirrum 27. grode.

4.

5.

6.No+e 3

A. ALL DIMENSIONS ARE IN METRES

UNLESS OÏHERWISE SHOÌVN


STANDARD FOR INDUSTRIAL CUL_DE_SAC

2010 09 22APPROVED BY îbCIry ENGINEER

...\CONST'N\CONS-STD. DGN 20 I 0- 1 0-1 9 2:25:12 PM

1 . The turn ing c i r c l e shal l be constructed from the fo l lowing mater ia ls and mi n i r u m depths

Sur-face - Hot mix H.L.3 50mn Granular - Granular ‘A ’ 50mn Base Granular ‘ 8 ’ 300m

2. The dead end barricade shall conform t o OPSD 912.532

I

3. Road easement or subdivision block may a lso be designed on a 16m radius. f r o m center po in t ’c’ as approved by the Contract Admi n i st rator .

4. Temporary drainage shal l be provided around both Type I and Type I 1 turn ing c i rc les.

A. ALL DIMENSIONS ARE I N METRES UNLESS OTHERWISE SHOWN


TEMPORARY TURNING CIRCLES DWG DATE APPROVED BY

SR-5.2 2002 03 20 CITY ENGINEER

a

DWG DATE SR--EimO ,2002 1~1 06

FRONT ELEVATION

Handratl to be provided when stalrs have w e than three risers

bars to be

APPROVED BY CITY ENGINEER

b or SECTION A-A

h REINFORCING BAR DETAILS

-0.56 L + 750-

A * ALL DIMENSIONS ARE I N MILLIMETRES UNLESS OTHERWISE SHOWN

NOTES: 1 . Expansion o i n t f o r approach slab as per

drawing S i - 1 . 0

2. Centre post not required f o r L less than 2 . 1 m

3. Rise and run dlmenslons shall comply w i t h the followfn

M P t h w m rTse - 1 2 5 m Maximum rTss - 2 O O m Minimum run - 2 5 5 m Moxtmum run - 380m

4 . Dimension equals 1/2 width o f run

5.

6.

7. 8 .

9.

100m comjayted -I granu 1 ar A

DETAIL Post-40mn ID double extra strong ptpe

Sooket-64mn ID standard p\pe

Caulk wl th non shrlnk oement grout

Steel plate cap 1.3m or betferr welded i o socket

Number o f steps varles w f t h locat lon and w i l l be determined by t h e Contract Administrator.

A l l reinforcement shal l be slze 1 5 m bars.

Relnforclng bars t o have 40mn cover.

Class of concrete t o be 20 MPA.

Hand r o l l t o be hot dipped galvanized a f te r fabr lca t ion In conformance with CSA G-164

10.For concrete steps constructed wtthout approach slabs3 the termination of handrail shall comply w i t h de ta f l ‘H ’ on drawing SR-6.1


FRONT ELEVATION

DWG SR-61

L 4 5 0 0 ma%.

Handrail to be provided when sta l rs have more than three r l s e r s

DATE APPROVED BY Z O O 2 , 06 CITY ENGINEER

see Detaf I 'H'

be I I Ill..- 50

1 O O m d compaytcjd gran A

DETAIL Post-4Oflnl I D doub 0

extra strong plpe

Socket-64m I D standard plpe

Caulk wlth nan shrlnk cement grout

l e

\-Steel plate cap I . 3 m or bet ter , welded t o socket

A.

5 .

NOTES: 6.

1. Expansion j o i n t f o r approach slab as per drawing SR-1 0

7.

8 . 2 . R i s e and run dimenslons shal l comply w i t h the

f o l lowing: Min imum rise - 1 2 5 m

M i n i m u m run - 2 5 5 m M c l x i m m run - 380m

Maxirrum r i s e - 2OOm 9.

/ 1 I \ \

DETAIL 'H'

ALL DIMENSIONS ARE I N MILLIMETRES UNLESS OTHERWISE SHOWN

A l l relnforcement shall be s ize 1 5 m bars

Reinforcing bars to hove 40mn cover.

Class o f concrete to be 20 MPA.

Hand r a i l to be hot dipped galvanlzed a f t e r fabr lca t lon Tn conformance w i t h

This drawlng Is not appllcable f o r design and construct ion I n NEW subdivlsione

CSA G-164

4 . Number o f steps var ies w i t h locat ion and wl I 1 be determlned by t h e Contract Admi n i s t ra to r .

10.For concrete steps constructed without approach slabs; the termtnatlon of, handrail shal l comply wi th detail H' .


CONCRETE STEPS WITHOUT FOOTINGS

P / L P/L 4

Removab I e Posts

t------ N2i 30mm OD End Min. clearance 1700

50mm Swale (opt ional 1

TYPICAL CROSS-SECTION

DWG SR-7.0

NOTES:

N f L DATE APPROVED BY O1 I7 ClrY ENGINEER P e p

1. Chain l i n k fence de ta i l Shall comply wi th the requirements of OPSS-541 and OPSD 972.130 except f o r the fo l lowing amendments. The height o f the fence s?a l l read 1.p and the foot ing qe ta i i . par t a; i n earth i s amended t o read a: i n concrete . I n i i e u of a chain l i n k fence, an approved wooden fence i n accordance with Fencing By-Laws PS-1 8 PS-1A and Swimming P o o l (as appl icable) By Law PS-2 can be constructed adjacent t o the walkway/ access e n t i r e i y on pr iva te property. The wooden fence i s t o terminate 6.0m from the s t ree t l i n e and continue With c 1.2m wooden fence or a 1.2m chain l i n k fence t o the s t ree t l ine. A l l wooden fence de ta i l s are t o be reviewed and/or cpproved by Environmental Services Department.

2.

3.

4. 5.

I n NEW subdivisions. where waikway grades exceed 10%. s t a i r s are t o be constructed In accordance wi th drawing SR-6.0. Wal kways construated wi th grades between 8% and 10% requi re pedestrian handrai ls on one si$e o f the walkway i n l i n e wi th the Removeable pasts” wi th the approval o f the Contract Administrator, The pedestrian handrail shal l conform t o OPSD 980.101 ‘xy ’var ies fo r 3m and 4.6m cross-sections ’ = 620 far 3m cross-sections

= 1420 for 4.6m cross-sections A c ross fa l l of 2% or a l te rna t ive swales. Removable posts t o be i ns ta l l ed i n locations indicated an approved drawings. Refer t o drawina SR-8 f o r removable

A. ALL DIMENSIONS ARE I N MILLIMETRES post and foot ing detai I .

current C i t y of London regulations. UNLESS OTHERWISE SHOWN 6. Walkway L ight ing t o be i n accordance wi th


STANDARD PEDESTRIAN WALKWAY

, v^ d S t e e 1 p l a t e cap

0 0 0 . J c-

t Fin. Grad€ 4 . @ . c + 9 ,

' A i ,

0 0 (D

0 0 M

i

Post - 50mm ID extra strong p ipe - galv'd

20 x 150 stud through

- 22mn drilled ho le 8 nu

30 MPA concrete

Expans ion j o i nt

Socket - 6 4 m ID std. pipe - galv'd

Steel Dla te base

- 125-4 -2250 Dia.

t s

DETAIL NOTES: A. ALL DIMENSIONS ARE IN MILLIMETERS

1. Removable post shall be of galvanized UNLESS OTHERWISE SHOWN

s tee l pipe and shall conform to CAN2-138 2-M

CITY OF LONDON STANDARD DRAWING *

REMOVABLE POST DETAIL

J

-I w

Z

2

Q

LT 0

I

I- z; -I

Q:

k- W

v)

LL LL 0

w

-I

3 0

D

M

U

a

rn

-I w

Z

z

4 I

0

I

I- 3

J

Y

U

a a

m

n

w

-J 3

0

- - CY f

(I)

+

S

0,

a, c 0

C

+ C

.- .- z 0

0

L 3

0 0

+ +

C

a, 0

0

'0

W v)

0-

.- - .- W L

.- W L v)

Ca

>O

a,r

I: 0

- a,

3- 0

0.

E

S

v)

.- **

a

b v) a L +

*

.- ZE -s

--o

.- E$

0

am

i3 M

0

\

W l 50x1 4 Note 2

W150x14 Note 2

l 9 x 6 3 m Slot

Note 3

FRONT BACK STANDARD OFFSET BLOCK

30 --rll--

Note 3-

FRONT BACK

OFFSET BLOCK FOR DOUBLE OFFSET R A I L WITH CHANNEL

BACK UP PLATE 2 - 5 m thickJ stee I beam guide r o l l NOTES:

1 Holes on back of post are required for

\ 6

f h

k

:: z

med i an DETAIL r a i l installations, only.

2 Irrperlal size steel sections W6x9 and W6x8.5 are acceptable. 3 2 bolts located at opposing upper and lower holes shall be

A A l l dimensions are in mllllmetres or metres unless otherwlse shown. used for offset block connection.

CITY OF LONDON STANDARD DRAWING STEEL BEAM GUIDE RAIL - STEEL POST

POST AND OFFSET BLOCK DETAILS SHOULDER OR MEDIAN INSTA!!JATIONS

DWG sR9.1

DATE APPROVED BY 1998 03 01 CITY ENGINEER

2

fd

d m

o

CONCRETE CIIRB AND GI]TTER

RAD I US

ON ,,NEWAS SPEC]FIED

CONSTRUCT ] ON,,

DRAW I NCS

1000 N4tN.

BACK' OvF .CU,RB -

vÞv

1 650 M ] N. CONCREÏE CAP

4.

Ã

HAZARD N/ARKER SIGNSTO BE ]NSTALLED BY

OTHERS. (NOTE 5)

NOTES:

1. THIS DRAW]NG TO BE READ TOGETHER WlTH THE APPLICABLE ONTARIO PROVINCIAL STANDARD DRAW]NG( OPSD ) 606. O2 THROUGH 601 . 02 ] NCLUS ] VE .

2. CONCRETE ISLAND CAP TO COI/PLY W]TH THE REOU]REN/ENTS OF ONTARIO PROV]NC]AL STANDARDSPECIFICATIONS (OPSS) 351.

THICKNESS OF CONCRETE ]SLAND CAP SHALL BE A M]NI[/UM 1OOmm.

ALL D]N4ENSIONS ARE ]N N/]LLIN/ETRES UNLESS OTHERWISE SHOWN.

BOX FORN/S (AVA]LABLE FREE OF CHARGE FRON/ C]TY OF LONDON OPERATIONS 519-661-2500 x4923)ARE TO BE PLACED WHERE FUTURE ROAD S]GNS OR HAZARD MARKERS ARE TO BE INSTALLED.THE BOX FORN/ IS T0 BE LOCATED APPROXIMAIELY 1000mm FRON/ THE END 0F THE ISLAND AND

CENTERED ]N THE ISLAND AT THIS LOCAT]ON.

CITY OF LONDON STANDARD DRAWIN

CONCRETE ISLAND BULLN

tt-t]-t? 10:59:50 AM

M I L L TO S P E C I F I E D DEPTH f

DWG SR-13

100 4 750 750 -4 b

DATE APPROVED BY 2003-1 0-1 7 CITY ENGINEER f"

\\..\ 1500 CONTINUOUS S T R I P -...l, OF 8502 GLASGRID OR E Q U I V A L E N T (SHADED A R E A )

PLAN V I E W

LOPSD CONCRETE CURB AND GUTTER

S P E C I F I E D HOT M I X MATERIALS AND DEPTHS

M I L L TO MINIMUM S P E C I F I E D GRANULAR TYPES AND DEPTHS DEPTH OF 90mm

50mm M I N . S P E C I F I E D HOT M I X M A T E R I A L

40 mrn H.L .8 COURSE TO MATCH LAYER I N WIDENING

8502 GLASGRID OR APPROVED EQUAL

E X I S T I N G GRANULAR BEDDING

SECTION A - A NOTES:

1 . A L L DIMENSIONS ARE I N M I L L I M E T R E S 2 . M I N . DEPTH OF E X I S T I N G UNLESS OTHERWISE SHOWN ASPHALT MUST B E 150mm


PAVEMENT REINFORCEMENT DETAIL FOR ROAD WIDENING

EXISTINGROAD

JOINTS NOT

TO BE INIYHEEL PATHS

SOUARE OFF

CUTS INEX ASPHALT( NO IRREGULARSHAPES I

JOINTSNOT ¡NWHEEL PATHS

EX SANMH3ool I

_ü_ ___J

MATCH TO

EXISTING

NOTES:

1. MIN. 3OOrrm CLEARANCENEEDED FOR CURB MACHINE

ON MATCH POINTS TO EXISTING

2. souARE 0R cuTS-NoIRREGULAR SHAPES. TO

ALLOW USE OF CONVENTIONALPAVING EOUIPMENT.

3. JOINTS TO MATCH NEW

ASPHALT TO EXISTINGTO FOLLOW OPSS 310 (C.O.L. SR)

zIl-(JfÉ.t-v)z.oC)

=UJz.

MATCH TO

EXISTING


PAVEMENT CUT GUIDELINESMATCHING NEW CONSTRUCTION TO EXISTING ASPHALT

APPROVED BY lüCITY ENGINEER '

...\CONST'N\CONS-STD.DGN 2010-10-19 I 1:28:28 AM

...\CONST'N\CONS-STD.DGN 12/7/2012 2:48:31 PM





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DuOS

NAME OF LINE DIMENSIONS (m) SYMBOL USE

LADDER 0.60 1 5LADDER CROSSWALKS

(wHITE)

tLiCl) INTERSECTION

STOP 0.40 1 6 STOP LINES

Li](WHITE)

>U)z

0.10 17CROSSWALKS

CROSSWALK (WHITE)

F

CR0 SS WA LKSCROSSWALK 0.20 18 (WHITE)t

SYMBOLS 20 VARIOUS

LIMIT OF ] [MARKINGS

NOTES:

1. Use 3 to Denote PAVEMENT MARKING

2. Use LI1 to Denote PAVEMENT MARKING, TEMPORARY

3. Use A to Denote PAVEMENT MARKING, TEMPORARY—REMOVABLE

4. Use to Denote PAVEMENT MARKING, DURABLE


TYPES OP PAVEMENT MARKNCS1’APPROVED BYDWG

SR—20,O—BDATE

2015 09 21ITy ENGINEER1

SINGLE BARRIER LINE MAY BE USEDWHERE PARKING IS PERMITTED ORWHEN SPEED LIMIT IS LESS THAN 70km/h

6

0•Co

PAVEMENT MARKING LEGEND

CC

©(REFER TO SR—2O.O)


SCNAUZED INTERSECTION MARKINCSAPPROVED BYDWG SR—20.J DATE

2015 02 25JkITY ENGINEE_t2

NOTES:MINIMUM WIDTH OF LADDERMARKINGS IS 2.5mMAXIMUM WIDTH OF LADDERMARKINGS IS 3.5m

LENGTH OF CENTRE LINE ISSITE SPECIFIC (2O.Om MIN.FOR UNSIGNALIZED AND60.Om MIN. FOR SIGNALIZED)

PAVEMENT MARKING LEGEND

SR—20.O)

LADDER PAVEMENT MARKINGS MAYALSO BE CALLED ZEBRA MARKINGS

LONDON STANDARD DRAWING

O.5m

1 .5m


ARROW AND PAVEMENT MARKING FOR BICYCLE LANES

DWG I DATE 2APPROVED BYJ 4 —---

SR—20.3 2015 09 2 CITY ENGINEE

2.Om

1 .5m

2.Om

15m

15m

15m

1.0m EDGE OF PAVEMENT OFFSEI lF LANE lS > 4.0m

OR CENTRE OF I-ANE lF LANE lS f 4.0m

CIry OF LONDON STANDARD DRAWING

BICYCLE SHARROW PAVEMENT

Documents

STANDARD DRAWINGS FOR ROADS - London, Ontario · standard drawings for roads ... standard contract documents for municipal construction projects ... 81dewalk ramp detail, standard