STANDARD DRAWINGS FOR ROADS - London, Ontario · standard drawings for roads ... standard contract...
Transcript of STANDARD DRAWINGS FOR ROADS - London, Ontario · standard drawings for roads ... standard contract...
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SUPERSEDED/DELETED (REMOVE) AMENDED/NEW/CURRENT (INSERT)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
SUPPLEMENTAL STANDARDS FOR ROADS (SR)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 60
SUPERSEDED/DELETED (REMOVE) AMENDED/NEW/CURRENT (INSERT)
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
SUPPLEMENTAL STANDARDS FOR ROADS (SR)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 61
SUPERSEDED/DELETED (REMOVE) AMENDED/NEW/CURRENT (INSERT)
OPSD C.O.L. OPSD C.O.L. OPSD C.O.L. OPSD
- - - - 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
SUPPLEMENTAL STANDARDS FOR ROADS (SR)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 62
SUPERSEDED/DELETED (REMOVE) AMENDED/NEW/CURRENT (INSERT)
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
SUPPLEMENTAL STANDARDS FOR ROADS (SR)
STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS | 2018 EDITION 63
SUPERSEDED/DELETED (REMOVE) AMENDED/NEW/CURRENT (INSERT)
OPSD C.O.L. OPSD C.O.L. OPSD C.O.L. OPSD
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,
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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' .
CITY OF LONDON STANDARD DRAWING
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$e o f the walkway i n l i n e wi th the Removeable pasts” wi th the approval o f the Contract Administrator, The pedestrian handrail shal l conform t o OPSD 980.101 ‘xy ’var ies fo r 3m and 4.6m cross-sections ’ = 620 far 3m cross-sections
= 1420 for 4.6m cross-sections A c ross fa l l of 2% or a l te rna t ive swales. Removable posts t o be i ns ta l l ed i n locations indicated an approved drawings. Refer t o drawina SR-8 f o r removable
A. ALL DIMENSIONS ARE I N MILLIMETRES post and foot ing detai I .
current C i t y of London regulations. UNLESS OTHERWISE SHOWN 6. Walkway L ight ing t o be i n accordance wi th
CITY OF LONDON STANDARD DRAWING
STANDARD PEDESTRIAN WALKWAY
, v^ d S t e e 1 p l a t e cap
0 0 0 . J c-
t Fin. Grad€ 4 . @ . c + 9 ,
' A i ,
0 0 (D
0 0 M
i
Post - 50mm ID extra strong p ipe - galv'd
20 x 150 stud through
- 22mn drilled ho le 8 nu
30 MPA concrete
Expans ion j o i nt
Socket - 6 4 m ID std. pipe - galv'd
Steel Dla te base
- 125-4 -2250 Dia.
t s
DETAIL NOTES: A. ALL DIMENSIONS ARE IN MILLIMETERS
1. Removable post shall be of galvanized UNLESS OTHERWISE SHOWN
s tee l pipe and shall conform to CAN2-138 2-M
CITY OF LONDON STANDARD DRAWING *
REMOVABLE POST DETAIL
J
-I w
Z
2
Q
LT 0
I
I- z; -I
Q:
k- W
v)
LL LL 0
w
-I
3 0
D
M
U
a
rn
-I w
Z
z
4 I
0
I
I- 3
J
Y
U
a a
m
n
w
-J 3
0
- - CY f
(I)
+
S
0,
a, c 0
C
+ C
.- .- z 0
0
L 3
0 0
+ +
C
a, 0
0
'0
W v)
0-
.- - .- W L
.- W L v)
Ca
>O
a,r
I: 0
- a,
3- 0
0.
E
S
v)
.- **
a
b v) a L +
*
.- ZE -s
--o
.- E$
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
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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
...\CONST'N\CONS-STD.DGN 12/14/2012 4:17:54 PM
...\CONST'N\CONS-STD.DGN 12/14/2012 3:37:29 PM
...\CONST'N\CONS-STD.DGN 12/14/2012 3:38:48 PM
...\CONST'N\CONS-STD.DGN 12/14/2012 3:39:40 PM
c777jNIONic±IDfzocwzv—ooz—eisVA9GAOddUVfIVGDM0
SONHVVINVAVOSd)J
ONIMVdOOdVONVISNOONO7dOAID
Sfl108(w)SN0ISNIGNI7dOfrNVN
(±IHM)
SN17
AIIflNLLNOD
0c.0
_p•p•pp
0.cUtOfOfOf
OO
_______
I0-cI0-cIo•cIofI0-cI
N>10d8
DIM
OL
(iJHM)VOL
i••iiiiiO.O
(s1NriAovN>10d8 NOLL3Sd±NI.o)O3NONOD SNI7ONIGIflO
01.————•———
(1IHM)Ut06Ut
AVMHOIHG]dSHDIH9N>1Od9S3N17NV7
(1II-lM)°-c09joc
G1dSMCiLovoNOd8SNI7NV7NV9dfl
(IJHM)UtUtUtOtOf
GdSMCi9Ut_UN>IOèI9 ‘SNI7NV7NV9dfl
(aUHM)SONVHDNV7
çcl-los ONI!IBIHOddNI7NV7OG
(Mo77)SNI7ONIGIAIG7VNOI1DdIG
010N>1Od9
(Mo77A)SNI7Ut•O01105 ULUIONIGIAIG7VNOIID3dIGoto
78flOO
0z0-H
Uz>
(Mo1i)SNI7DNIGIAIG7VNCI±DdIG
3OG1.UtU
______
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
CITY OF LONDON STANDARD DRAWING
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)
CITY OF LONDON STANDARD DRAWING
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
CITY OF LONDON STANDARD DRAWING
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