WARRNAMBOOL CITY COUNCIL · APPROVED DATE STANDARD DRAWING No REV WARRNAMBOOL CITY COUNCIL STANDARD...

WARRNAMBOOL CITY COUNCIL

Standard Drawings

Document History

Revision Issued by Date 1 Warrnambool City Council 14/09/10 2 Warrnambool City Council 10/12/10 3 Warrnambool City Council 22/07/11

Index of Standard Drawings

Drawing No. Title LastRoad Design Modified

WCC-01 Typical Cross Section - Residential Aug-10WCC-02 Typical Cross Section - Rural Road Aug-10WCC-03 Typical Cross Section - Laneway Plan 1 Sep-10

KerbsWCC-11A Kerb Sections Jul-11WCC-11B Superseded Kerb Sections Dec-10WCC-12 Channels Dec-10

TrenchingWCC-21 Trench Backfill Sep-10

DrainageWCC-31 Subsurface Drains Aug-03WCC-32 Pipe installation on steep slopes Aug-03WCC-33.1 Pit Covers -Concrete Infill Cast Iron Apr-10WCC-33.2 Pit Covers - Fibreglass Locking Type Apr-10WCC-34 Step Irons Aug-03WCC-35 Side Entry Pit with Lintel Apr-10WCC-36 Double Side Entry Pit Apr-10WCC-37 Side Entry Pit - Extended Entry Apr-10WCC-38 Grated Side Entry Pit Jan-08WCC-39 Junction Pit Aug-03WCC-40 Grate Pit Aug-03WCC-41.1 Soakage Pit Detail plan 1 Nov-07WCC-41.2 Soakage Pit Detail plan 2 Apr-10WCC-42 Grated Pit for Footpath Drain Aug-03WCC-43 Inlet Catch Pit Aug-03WCC-44 Property Connections Aug-03WCC-45 Stormwater Pit Lintel Details Apr-10

Pedestrian Paths and Vehicle CrossingsWCC-51 Pedestrian Paths Aug-10WCC-52 Ramped path crossings at kerb Dec-10WCC-53 Vehicle crossings Nov-09WCC-54 Vehicle crossings at Kerb - Footpath behind kerb Sep-09WCC-55 Standard for Service Pits in Footpaths Jul-11

CulvertsWCC-61 Culvert Installation Aug-03WCC-62 Vehicle crossings at culvert Aug-10WCC-63 Cast in-situ headwalls for pipe culverts Aug-03WCC-64 Cast in-situ headwalls for box culverts Aug-03WCC-65 Stormwater Outlet to Creek Aug-03

Posts and FencesWCC-71 Guide posts Jul-05WCC-72 Fence - chain wire mesh Jan-07WCC-73 Fence - post and rail Apr-10WCC-73A Fence - post and wire Feb-10WCC-73B Fence - bluestone Apr-10WCC-73C Fence - heritage style Apr-10WCC-74 Gate and lock detail for post and rail fence Jan-04WCC-75 Fences - Waterway Flood Zones Dec-05WCC-76 Fences - Chicane for Walking and Cycling Paths Sep-10WCC-77 Retaining Wall - Timber and Galvanised Steel Sep-10

LandscapingWCC-81 Tree Planting Aug-04WCC-82 Planting in Median and Root Barrier Aug-04

SurveyWCC-91 Permanent Survey Mark Detail Aug-03

Street FurnitureWCC-101 Bike Hitching Rails Mar-06WCC-102 Spiral Bike Rack Sep-10WCC-103 150mm Street Blade Apr-10

APPROVED DATE STANDARD DRAWING No REVWARRNAMBOOLCITY COUNCILREVISION DATE

STANDARD DRAWING

RURAL ROADTYPICAL CROSS SECTION

WCC-02A SECTION NO. OCT 09

PAVEMENT COMPACTION DETAILSLAYER

BASE

SUB BASE

SUB GRADE

COMPACTION REQUIREMENTS

98% MOD A.A.S.H.O

97% MOD A.A.S.H.O

95% MOD A.A.S.H.O

NOTE: ALL PAVEMENT LAYERS MUST BETESTED IN ACCORDANCE WITH VICROADSSPECIFICATIONS WITH APPROVED A NATAACCREDITATIONSB MAY 10PAVEMENT COMPACTION DETAILS

C

C Aug 10Verge Grade


STANDARD DRAWING

IWCC-11AA Aug 03NotesB May 04Barrier Kerb Detail

C Aug 04Concrete used in kerbD M6 Kerb and Bus Stop Kerb Detailed Jan 08

E Bus Stop Kerb & Channel Detailed Aug 09

F Bedding note Apr 10

G Addition of WCC-11B Sep 10

Dec 10

H Mpa Note Dec 10

I B2, M1 & Edge Strip Detail Update Jul 11

APPROVED DATE STANDARD DRAWING No REVWARRNAMBOOLCITY COUNCIL

STANDARD DRAWING

HWCC-11BREVISION DATEA Aug 03Notes

B May 04Barrier Kerb DetailC Aug 04Concrete used in kerbD M6 Kerb and Bus Stop Kerb Detailed Jan 08

E Bus Stop Kerb & Channel Detailed Aug 09

F Bedding note Apr 10

G Addition of WCC-11B Sep 10

Dec 10

H Mpa Note Dec 10


STANDARD DRAWING

F

TRENCHING BACKFILL

WCC-21

C. TRENCHES IN FOOTPATHS

no greater than 150mm.Compaction to be minimum92% modified A.A.S.H.O.

excavation which containsno more than 20% rockfragments (150mm max size)to be compacted in layers

Ordinary earth from

or wheel rolled andapproved topsoil rammed150mm minimum council

B. TRENCHES IN NATURE STRIPS15

0mm

A. TRENCHES IN ROADS15

0 m

in

rammer to 97% modified densityin 150mm layers using vibrating

equivalent material).Class 3 F.C.R. (or approved

modified density ratio.Top (base) compacted to 98%class 2 F.C.R. in 2 X 150mm layers.

varie

s (m

in 1

50 m

m)

150m

m30

0

150m

mm

in

rolled in 150mm layers.backfill rammed orApproved granular

class 3 F.C.R.150mm compacted depth

Lower (sub base) layer compactedto 97% modified density ratio.

ratio.

300mm compacted depth

Backfill and compacted mechanically

seeded.

SURFACINGS

Footpaths

Concrete vehicular crossing

Seal

deep with 1 layer F72 mesh

25 MPa concrete, 125mm deep

Bituminous concrete (hotmix)

DEFECT LIABILITY PERIOD12 months following date of practical completion.A bond of $50 per square metre may be required for someroads openings and footpath openings prior to workscommencing. The bond will be refunded at the expiry ofdefects liability period upon approval by council's officer.

30mm residual roads

varie

s (M

in 1

50 m

m)

150

A Aug 03Notes

40mm collector roads / industrial roads

including F72 mesh.

Cut Wearing surface to form a straight edgeWearing surface

Authority Service zoneIncluding attachmentsand appendagesGranular beddingplastic index less than 3

Authority's Marker TapeAuthority Service zoneIncluding attachmentsand appendagesGranular beddingplastic index less than 3

Authority's Marker Tape

Authority Service zoneIncluding attachmentsand appendagesGranular beddingplastic index less than 3

Authority's Marker Tape

Re-seed and level to match existingSurfacing to match existing See note below

B Nov 03Services, Min cover and notes

varie

s (M

in 1

50 m

m)

Any unsuitable material to beremoved from floor of trench

Any unsuitable material to beremoved from floor of trench Any unsuitable material to be

removed from floor of trench

NotesROAD RESERVE WORKS PERMITA road reserve works permit must be obtained from councilprior to works commencing.A miniumim three working days notice to be given prior tocommencement

COMPACTION AND TESTINGMoisture content shall be adjusted to optimum at time ofcompactionComapction tests are requiered for each layer where density isspecified

Council shall at random do testing and if workmanshipor compaction is below the requirment, the trench willbe rectified by Council and any Expenses incurred indoing so shall be regharged to the contractor

(ii) bituminous concrete (hotmix) 25 mm, 75 mm base

C Seal Detail Notes Oct 06

(i) 25 MPa concrete, 100mm

D Footpath Note Nov 09

(See notes below)

E Code of Practice Note May 10

F B. Trench Note Sep 10


STANDARD DRAWING

B

NOTES

WCC-31A Aug 03Materials

JAN 11

B Jan 11Sub Base Dimension

WARRNAMBOOLCITY COUNCIL A

NOTES

PIPE INSTALLATION ON STEEP SLOPES

WCC-32

Anchor blocks must be placed at maximum intervals of10 metres when slope of pipe exceeds 1 in 7.Concrete compressive strength must be a minimum of32 MPa at 28 days.

250 min

300

min

150

min

A

A

300 min

Anchor Block

SECTION A - A

APPROVED DATE STANDARD DRAWING No REV

REVISION DATE

STANDARD DRAWING

A Aug 03Notes

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STANDARD DRAWING

-

NOTES

WCC-33 - SHEET 1 OF 2

CONCRETE INFILLED CAST IRON COVER & FRAME

600

Cle

ar O

peni

ng

900 Clear Opening

PIT COVERSCONCRETE INFILLED CAST IRON

LID LOADINGS(i) 210 KN FOR LIDS IN ROAD

PAVEMENT AREAS(i) 150 KN FOR ALL OTHER AREAS

Milnes Gatic cover 301C96D(or equivalent)

A Apr 10Removal o f side entry p it drawing


STANDARD DRAWING

-

NOTES

WCC-33 - SHEET 2 OF 2

PIT COVERSFIBREGLASS LOCKING TYPE

Dimensiions given are for 900mm x 600mmjunction pits with 150mm thick walls.FIXING BOLTS ARE LOCATED A MIN.OF50mm FROM FACE (INTERNAL OREXTERNAL) OF PIT WALL.

25mm x 5mm cornersections weldedflush with top.

12mm dia. holescountersunk 4 places

75mm x 50mm x 5 mmgalvanised angle ironframe

Attach with 10mm dia x75mm long Dynabolt orcontinuous thread lug.

Pit wall

FRAME

SECTION A-A

A

SCALE: 1:15

LID

45mm Thick fibreglass pit lid

6mm Recess

All stainless steel lockingmechanism used inconjunction with matchinglifting handle

1100

800

50

785

1085

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STANDARD DRAWING

B

CONVERTED TO GRATE PIT

WCC-38

1. For individual sizes, refer to detail drawings.2. Concrete compressive strength must be a minmimum of 25 MPa at 28 days.3. Pits deeper than 1m shall be provided with step irons. (Refer WCC-34 - Step irons)4. Rectangular precast concrete pits may be used subject to prior aproval and installation to manufacturers specification.

1000 1000

90015 15

PLAN

150 150

Finished surface

R & S grating side entry pitconversion cover weave grate

600

300

Lip of Kerb

Line of Invert

as required (or equivalent).

SECTION

SIDE ENTRY PIT

A NOV 03Pit cover description.B Photograph of pit included. JAN 08

900

Lip o

f Ker

b

Line

of I

nver

t

300 MINIMUM 600

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STANDARD DRAWING

C

STANDARD SOAKAGE PIT

Atlantis D-raintank (or equivalent).

PLAN

Tanks to be interlocked togethervertically and fully wrappedwith geotextile fabric 351(or equivalent).Tanks to have the followingperformance criteria:i) Tanks to have a minimum flowrate on 2000 L/Min understatic head.ii) Tanks solid wall area not toexceed 25%.iii) Tanks to be made from recycledplastic materials.

Soak area to be located in a natural or created basin (turkeys nest).The disturbed area to be rolled with hand roller and sown with approvedgrass seed. Created basins must be constructed so they appear natural.

Test holes to be full depth of the proposed soakage pit must be dug todetermined whether the soil is suitable and test carried out by a qualifiedgeotechnical engineer to establish the infiltration rate of the soil beforethe location and depth of pit is finalised.

Minimum soakage pit volume 6.8 cubic metres.

All concrete used on pit to be 32MPa andvibrated into position as per AS3600, Section 19.

All measurements in millimetres.

Step irons to WCC-34.

See sheet 2 for soakage pit sizing design guidelines.

Pit lid and frame to WCC-33.

1.

2.

3.4.

5.

7.8.

6.

PROPEX 4545 GEOTEXTILE(OR EQUIVALENT)

WEEPHOLES

SCALE 1 : 50

INLET PIPE

900

600

PIT LID & FRAME TO WCC-33

L

W

SECTION A-ASCALE 1 : 50

PIT LID & FRAME TO WCC-331 : 5 MAX1 : 40 MIN

SEE NOTE 1

Step irons - Refer WCC34

90mmØ OUTLETS CASTINTO PIT WALLS

VAR

Y AS

REQ

UIR

ED

1800

min

600

495

180180


4 No 50mmØ WEEP HOLESCAST INTO PIT BASE

ATLANTIS D-RAINTANK(OR EQUIVALENT)

200

min

INLET PIPE

SECTION B-BSCALE 1 : 50

PIT LID & FRAME TO WCC-331 : 5 MAX1 : 40 MIN

SEE NOTE 1

90mmØ OUTLETS CASTINTO PIT WALLS

H

900


ATLANTIS D-RAINTANK(OR EQUIVALENT)

TOPSOIL150mm

TOPSOIL150mm

4 No 50mmØ WEEP HOLESCAST INTO PIT BASE

150 150

150

VAR

Y AS

REQ

UIR

ED18

00 m

in

900m

in

450

450

WCC-41 SHEET 1 OF 2A Aug 03NotesB Jan 04New soakage pit detail

C Changed notes form Cardno advice Nov 07

No and size of weep holes subject to filtration capacity & design.9.(refer Note 9)

(refer Note 9)

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Footpath

Expansion JointRef: WCC-51

CommunicationConduit

Expansion JointRef: WCC-51

Title Peg150 min

150 min Collar

150min

75 ± 25

Title Boundary

Title Peg

150min

150min

Footpath

Final Ground Level

Marker Tape

300min

150

min

300

nom

600

nom

Communication Conduit

Street Service Conduit75 ± 25Customer Service Conduits

Tool Joint

600

min

600

min

F72 Mesh

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STANDARD DRAWING

B

VEHICLE CROSSINGS AT CULVERT

WCC-62

Gates must open into propertyAny cattle grids must be inside property.

3m n

om.

Pro

perty

Lin

e

6m (1 design car) for residential only.11m (1 single unit truck) for farm/industrial.

Setback

17m (1 semi trailor) for dairy/stockyards.

Precast driveableendwall.

Max batter slopes 1 in 3

1 in 10 max deviation

Inve

rt of

tabl

e dr

ain

Edg

e of

pav

emen

t

Out

er e

dge

of tr

affic

lane

Cen

trlin

e of

pav

emen

t

Shoulder return3m nom radius

3m min

3m min1m min

Culvert 4.88m long (300Ømin)(Refer WCC 61 Culvert installation)

Shoulder returns3m nom radius

Letter boxes etc. to be locatedbehind edge of shoulder.

Guide posts

Pro

perty

Lin

e

Low point of access to bebehind edge of shoulder

Natural surface

Inve

rt of

dra

in

Edg

e of

pav

emen

t

CEN

TREL

INE

100mm min compacted fine crushed rock

1. Written authorisation must be obtained prior to any works being undertaken on council property and road reserves.2. Vehicle crossings should be constructed perpendicular to the general flow of traffic.3. Vehicle crossings must be located where minimum stopping sight distances for through traffic can be applied else warning signs shall be erected.

Note: Standard headwalls shall beused where the speed limit is 60km/hr or less, or where the culvert is offset more than 6metres from the edge of the traffick lane.

85° - 95°

(Refer Vicroadsstandard drawingSD 1991)

A Aug 04DRIVEABLE ENDWALL

B Aug 10MAX BATTER SLOPES 1IN3

NOM NOMWIDTH HEIGHT

(w) (h) A H B C D F375 225 402 519 167 735 238 291450 225 559 519 167 892 238 291450 300 559 595 273 1105 390 476600 225 737 529 181 1098 258 315600 300 737 605 287 1311 410 501600 450 737 757 500 1737 714 872750 300 889 610 294 1477 420 513750 450 889 762 507 1903 724 884750 600 889 915 721 2331 1030 1257900 300 1067 615 301 1669 430 525900 450 1067 767 514 2095 734 896900 600 1067 920 728 2523 1040 1270900 750 1067 1073 942 2952 1346 1643

1200 300 1372 626 316 2005 452 5521200 450 1372 778 529 2431 756 9231200 600 1372 931 744 2859 1062 12961200 900 1372 1235 1169 3711 1670 2039

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STANDARD DRAWING

A

NOTES

GUIDE POSTS

WCC-71

100 X 5 white rubber or approvedby council.

TYPE B (FLEXIBLE)

Finished Surface

80Ø Corner - cube delineatorRed on left side andwhite on right side.60

010

50

Design Carriageway

LATERAL LOCATION OF GUIDE POSTS

GuidePost

Culvert

Culvert

GuidePost Shoulder Traffic Lane

LOCATION OF GUIDE POSTS AT CULVERTS

Guide posts are to be spaced:-On straights, in general, 150m apart, in pairs

Spacing Guide

in foggy areas, 60m apart in pairsOn outside of curves R<= 150m, (.03 X R + 5)m

R>150m, 0.6 X R m

1m m

in

Traffic Lane Shoulder

On inside of curves R<= 500m, opposite every second outside postR>1000m, opposite every outside post.0.6 X R m

On transitions, the spacing shall be progressively adjusted.

A ALTERATION GUIDEPOST SPACING 14/7/05

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$ BACK STAY DETAILS

$ BACK STAY DETAILS

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6mm galvinisedchain.

Eye bolt fixing.

Concrete footing to25mpa

900

300

1200

300

2000125 x 125 x 1200mmbluestone bollard.Bamstone or similarapproved.

110

50Female Thread

Male Thread

· Bollards should be free of any defects relating tostrength, durability and appearance and be theproduct of sound machining.

· Galvanised chain shall be of commercial quality, hotdipped galvinised and conforming to relevantAustralian Standards.

· Concrete Foundations shall be poured such that thefinished surface of the foundation is 100mm withthe ground surface level and to conform todimensions shown in the detailed drawings.

1100

400

1500

30° Pyramid top.20mm rebate100mm from top.

1800

Eucalyptus camaldulensis(River Red Gum) undressed200 x 200 x 1500mm timberpost.

90x 45mm hardwood rails.

150mm hardwoodcorbel fixed asspecified.

400

1100

400

400

1500

30° Pyramid top.10mm rebate

100mm from top.



5060

40

150

20mm rebate.

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THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY, AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WARNINGBEWARE OF UNDERGROUND SERVICES


STANDARD DRAWINGNOTES

WCC-76

Fences - Chicanes for Walkingand Cycling Paths – type A

EXACT POSITION SHOULD BE PROVEN ON SITE.

WARNINGBEWARE OF UNDERGROUND SERVICES

RETAINING WALL


STANDARD DRAWINGNOTES

WCC-77

···


STANDARD DRAWING

-

PLANTING IN MEDIANS

WCC-82

RootBall

50

5% 5%

100 nom approved mulch

600 deep nylex root barrieror approved alternative.

Garden soil, light compaction only.

Backfill, original subgrade materiallight compaction only.

150 min loosened material

300

min

100

nom

backfillTopsoil

Backfill

Nylex root barrier

150

nom

ROOT BARRIER

Scoria filter

PLANTING IN MEDIANS

NotesPlantingProvide hole 3 to 4 times the size of plant container.The bottom of the hole shall be loosened to a depth of 150mm.Backfill with approved garden soil to 70mm below root ball level.

Prior to planting, place 5 litres of water into hole and allow to soak away.

Add approved garden soil and place indisturbed root ball into hole so thatcrown of tree is at correct level, backfill to half root ball height.

Add Agriform slow release 10 gram tablets of NPK 20:4:3:4:1 analysis to each tree.Provide 2 tablets for trees up to 500mm high, 3 tablets for trees over 500mm high.Place tablets equidistant around around plant.

Complete backfilling with approved garden soil to avoid air pockets.

Form a saucer shaped depression around base of tree and water immediately.

Weed control mat. Double outer edges and pin with 4min galvanised pegs.

Root BarriersTrench width 75mm min, 1200mm nom depth, or to solid material when approved by

Provide scoria filter and connect to an outlet pipe when directed by the superintendent.

Insert nylex root barrier and backfill using a blend of spoil from the trench and sodium

The ratio of bentonite to soil may vary depending on the type of soil:-ie 1 : 10 for clay, 1 : 1 for light sandy material.

Trench shall not be located closer than half the distance from canopy drip line and

Planting in MediansSubsoil drain to be diverted around root barrier.

uPVC unslotted pipe to be load for 3m upstream and downstream of trees.

the superintendent.

bentonite.

trunk of tree.

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STANDARD DRAWING

-

NOTES

WCC-91

BO

UN

DA

RY

LIN

E

BUILDING LINE

OFC

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BANYAN ST15mm

TO CENTRE

25mm TO CENTRE

150mm

WCC LOGO MUSTBE AT SAME ENDAS HOLES

9mmDIAMETER

HOLES

SIGN SPECIFICATIONS1. HEAVY GUAGE STREET BLADE2. CLASS 1. REFLECTIVE3. 120mm TEXT HEIGHT4. 60mm TEXT HEIGHT (ST)5. 5. CAPITAL LETTERS

WARRNAMBOOL CITY COUNCIL · APPROVED DATE STANDARD DRAWING No REV WARRNAMBOOL CITY COUNCIL STANDARD...

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