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TRANSCRIPT
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STANDARD DRAWINGS INDEX
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SD.1 SEDIMENT CONTROL DEVICES SEDIMENT CONTROL DEVICES SD.2 CONCRETE BULKHEADS CONCRETE BULKHEADS SD.3 MINOR DRAINAGE - BANDAGE JOINT AND DIRECT CONNECTIONS MINOR DRAINAGE - BANDAGE JOINT AND DIRECT CONNECTIONS SD.4 SUBSOIL DRAINS SUBSOIL DRAINS SD.5 STANDARD GRATED KERB INLET PITS AND ENLARGED CHAMBERED STANDARD GRATED KERB INLET PITS AND ENLARGED CHAMBERED PITS (FOR PIPES UP TO 525mm DIA.) SD.5A BUTTERFLY GRATE STRUCTURAL DETAIL BUTTERFLY GRATE STRUCTURAL DETAIL SD.5B ENLARGED CHAMBERED PITS (FOR PIPES EXCEEDING 525m DIA.) ENLARGED CHAMBERED PITS (FOR PIPES EXCEEDING 525m DIA.) SD.6 SURCHARGE PITS AND STEP IRONS SURCHARGE PITS AND STEP IRONS SD.7 JUNCTION PITS JUNCTION PITS SD.8 CONCRETE HEADWALLS FOR SINGLE PIPE CULVERTS CONCRETE HEADWALLS FOR SINGLE PIPE CULVERTS SD.9 CONCRETE HEADWALLS FOR DOUBLE PIPE CULVERTS CONCRETE HEADWALLS FOR DOUBLE PIPE CULVERTS SD.10 ROCK MATTRESS OUTLET PROTECTION FOR PIPE CULVERTS ROCK MATTRESS OUTLET PROTECTION FOR PIPE CULVERTS SD.11 TRASH AND SAFETY BARRIER FOR OPEN CULVERTS TRASH AND SAFETY BARRIER FOR OPEN CULVERTS SD.12 LITTER SKIP GROSS POLUTANT TRAP (2 SHEETS) LITTER SKIP GROSS POLUTANT TRAP (2 SHEETS) SD.13 ROOFWATER OUTLET CONNECTION ROOFWATER OUTLET CONNECTION SD.14 KERBS AND GUTTERS KERBS AND GUTTERS SD.14A ELSHOLZ KERB - MEDIAN & NEARSIDE ELSHOLZ KERB - MEDIAN & NEARSIDE SD.15 GUTTER AND FOOTPATH CROSSING GUTTER AND FOOTPATH CROSSING SD.16 FOOTPATH CROSSING GRADES & SUGGESTED MAXIMUM FOOTPATH CROSSING GRADES & SUGGESTED MAXIMUM INTERNAL DRIVEWAY GRADES FOR SINGLE RESIDENTIAL LOTS SD.17 RURAL GUTTER CROSSING RURAL GUTTER CROSSING SD.17A RURAL VEHICULAR CROSSINGS RURAL VEHICULAR CROSSINGS SD.18 FOOTPATH PAVING AND JOINTING DETAILS FOOTPATH PAVING AND JOINTING DETAILS SD.19 CYCLEWAY PAVING AND JOINTING DETAILS CYCLEWAY PAVING AND JOINTING DETAILS SD.20 CYCLEWAY ACCESS RAMP AND HOLDING RAIL CYCLEWAY ACCESS RAMP AND HOLDING RAIL SD.21 CYCLEWAY BOLLARD AND U-RAIL CYCLEWAY BOLLARD AND U-RAIL SD.21A LANEWAY BARRIER LANEWAY BARRIER SD.22 PATHWAY STEPS PATHWAY STEPS SD.23 DETAIL OF ACCESS GATE TO PUBLIC PATHWAYS DETAIL OF ACCESS GATE TO PUBLIC PATHWAYS SD.24 3400 ACCESS GATE TO PUBLIC DRIVEWAYS 3400 ACCESS GATE TO PUBLIC DRIVEWAYS SD.25 PEDESTRIAN REFUGE - MID BLOCK PEDESTRIAN REFUGE - MID BLOCK SD.26 PEDESTRIAN REFUGE - AT INTERSECTION PEDESTRIAN REFUGE - AT INTERSECTION SD.27 WOMBAT CROSSING - PLAN AND DETAILS WOMBAT CROSSING - PLAN AND DETAILS SD.27A WOMBAT CROSSING WITH CENTRAL ISLAND - PLAN AND DETAILS WOMBAT CROSSING WITH CENTRAL ISLAND - PLAN AND DETAILS SD.28 HOLDING RAIL HOLDING RAIL SD.29 KERB BLISTER DETAILS KERB BLISTER DETAILS SD.30 PEDESTRIAN RAMPS PEDESTRIAN RAMPS SD.31 TRAFFICABLE CENTRAL ISLAND FOR ROUNDABOUTS TRAFFICABLE CENTRAL ISLAND FOR ROUNDABOUTS SD.32 MEDIAN/SPLITTER ISLAND AND MEDIAN/SPLITTER ISLAND AND CENTRAL ISLAND FOR ROUNDABOUTS (WITH ANNULUS) SD.33 ROUNDABOUT SPLITTER ISLAND DETAILS ROUNDABOUT SPLITTER ISLAND DETAILS SD.34 ROUNDABOUT SPLITTER ISLAND AND PAVEMENT DETAILS ROUNDABOUT SPLITTER ISLAND AND PAVEMENT DETAILS SD.35 TYPICAL SIGNING & LINEMARKING SCHEME FOR A LOCAL STREET TYPICAL SIGNING & LINEMARKING SCHEME FOR A LOCAL STREET ROUNDABOUT SD.36 SIGNPOSTING DETAILS SIGNPOSTING DETAILS SD.37 STREET NAME SIGNS STREET NAME SIGNS SD.38 GUARD FENCES - DELETED (REFER TO RMS MODEL DRAWINGS FOR GUARD FENCES - DELETED (REFER TO RMS MODEL DRAWINGS FOR GUARD FENCE REQUIREMENTS). SD.39 ROCK RETAINING WALL ROCK RETAINING WALL SD.40 RESTORATION OF TRENCHES FOR SERVICE PIPES RESTORATION OF TRENCHES FOR SERVICE PIPES SD.41 FIRE TRAILS FIRE TRAILS SD.42 RURAL ROADS RURAL ROADS
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STANDARD DRAWING NO.
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TITLE
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July 2020
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STANDARD DRAWINGS INDEX
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SD.43 TYPICAL ROAD RESERVE LANDSCAPE TREATMENT BETWEEN TYPICAL ROAD RESERVE LANDSCAPE TREATMENT BETWEEN CLASSIFIED ROADS AND LOCAL ROADS SD.44 TYPICAL RAINGARDEN PLAN AND DETAILS TYPICAL RAINGARDEN PLAN AND DETAILS SD.45 TIMBER POST AND RAIL FENCE TIMBER POST AND RAIL FENCE SD.46 TYPICAL ROAD SWALE DETAILS TYPICAL ROAD SWALE DETAILS SD.46 A GRASSED ROADSIDE SWALE DETAILS A GRASSED ROADSIDE SWALE DETAILS GRASSED ROADSIDE SWALE DETAILS SD.47 TYPICAL 4.0m ROAD SWALE PIT TYPICAL 4.0m ROAD SWALE PIT SD.48 TYPICAL ROAD SWALE DRIVEWAY DETAILS TYPICAL ROAD SWALE DRIVEWAY DETAILS SD.49 SWALE KERB DETAILS SWALE KERB DETAILS SD.50 TYPICAL STREET TREE SETOUT AND DETAILS TYPICAL STREET TREE SETOUT AND DETAILS SD.51 PAVEMENT CONNECTION DETAILPAVEMENT CONNECTION DETAIL
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STANDARD DRAWING NO.
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TITLE
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July 2020
DATE:
DRAWING No.:
SEDIMENT CONTROL DEVICES
DATE:
DRAWING No.:
CONCRETE BULKHEADS
A
A
DATE:
DRAWING No.:
SD.3
DATE:
DRAWING No.:
MINOR DRAINAGE
BANDAGE JOINT AND DIRECT
CONNECTIONS
AUG. 2020
THE HILLS SHIRE COUNCIL
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FORM MORTAR BANDAGE JOINT OVER WIRE NETTING AT PIPE JOINT.
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WIRE NETTING 25mm MESH 1.4mm DIA. GALVANISED WIRE
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SCRIM OR HESSIAN 50mm EITHER SIDE OF JOINT
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PLAN
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WIRE NETTING
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MORTAR CONSISTING OF 3 PARTS SAND TO 1 PART CEMENT
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SECTION
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ALL DIMENSIONS ARE IN MILLIMETRES (UNO). THE STORMWATER PIPE SHALL BE PIERCED BY A NEAT OPENING AS SHOWN TO ALLOW THE CONNECTION OF A SQUARE, SLOPED JUNCTION OR BEND WHICH SHALL NOT PROTRUDE BEYOND THE INNER SURFACE OF THE STORMWATER PIPE. THE INTERNAL JUNCTION SHALL BE SMOOTHLY FINISHED SO AS TO PRESENT NO OBSTRUCTION WITHIN THE INTERNAL CHANNEL OF THE STORMWATER PIPE. COMPRESSIVE STRENGTH OF F'C FOR CAST IN SITU CONCRETE TO BE A MIN. 25 MPA AT 28 DAYS.
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WHERE SUBSOIL DRAIN IS REQUIRED - U.P.V.C. PERFORATED SUBSOIL DRAIN COVERED WITH FILTER STOCKING
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BEND
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90 -150 U.P.V.C.
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2:1 CEMENT MORTAR BONDAGE JOINT
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CONCRETE PIPE
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AS REQD. MAX. 60°
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MAIN PIPE MIN. 600 DIA.
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B
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B
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JUNCTION PIPE MAX. 375 DIA.
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EDGE OF TRENCH
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JUNCTION PIPE MAX. 375 DIA.
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CEMENT MORTAR BANDAGE
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MAIN PIPE MIN. 600 DIA.
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FOR PIPES ABOVE 225 DIA. MASS CONCRETE BLOCK CONSTRUCTED
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1. 2. 3. 4.
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BANDAGE JOINT DETAILS
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TYPICAL DIRECT CONNECTIONS
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PLAN
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SECTION B-B
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NOTES
SUBSOIL DRAINS
DATE:
DRAWING No.:
SD.5
STANDARD GRATED KERB INLET PITS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SEPT. 2019
AND ENLARGED CHAMBERED PITS
(FOR PIPES UP TO 525mm DIA.)
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SECTION
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STANDARD GRATED KERB INLET PIT
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FOR PIPES UP TO 525 DIA
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SECTION
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(ENLARGED CHAMBER)
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SECTION-GRADE PIT
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GRATE INSTALLATION
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TOLERANCE
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NOTES:
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SECTION-SAG PIT
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40 CLEARANCE
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EDGE OF FRAME
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PRECAST LINTEL
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700 MIN
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150
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150
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150
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NOMINAL KERB LINE
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L STORMWATER PIPE
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C
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SET PARALLEL TO ADJACENT
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GUTTER AND 10 LOWER
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FINISHED SURFACE
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GRATING (AS NOTE 6)
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100
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PRECAST LINTEL
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100 DIA
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SUBSOIL
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DRAIN
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SEE NOTE 3
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MASS CONCRETE
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BENCHING
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150 DIA U.P.V.C. PIPE
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OBVERT TO BE AT
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SUBGRADE LEVEL
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150
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100 DIA
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SUBSOIL
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SEE NOTE 3
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DRAIN
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150
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WIDTH TO SUIT PIPE
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150
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NOMINAL KERB LINE
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(PIPE DIA + 150)
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PAVEMENT
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DEPTH
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185
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75 BETWEEN TOP OF
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PIPE & UNDERSIDE
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OF PIT ROOF
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185
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PIPE DIA
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100
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235
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110
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100x100
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GALV. ANGLE
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F82 MESH
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40 COVER
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COMPRESSIVE STRENGTH (F'c) FOR
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CAST INSITU CONCRETE SHALL BE A
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MINIMUM 25 MPa AT 28 DAYS.
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TOP OF BENCHING SHALL BE 1/2 OF
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OUTLET PIPE DIAMETER.
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100mm DIA. SUBSOIL DRAINAGE PIPE
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2000 LONG WRAPPED IN FABRIC SOCK
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TO BE PROVIDED ADJACENT TO INLET
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PIPES.
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ALL PITS SHALL BE PROVIDED WITH
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AN APPROVED LOCKING SYSTEM.
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PIT GRATES AND FRAMES TO BE BICYCLE
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SAFE AND CLASS D IN ACCORDANCE
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WITH THE CURRENT EDITION OF AS 3996
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DURING INSTALLATION OF GRATE AND
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FRAME ENSURE CLEARANCE BETWEEN
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LINTEL AND OPEN GRATE. (REFER TO
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INSTALLATION TOLERANCE)
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PROVIDE STEP IRONS WHERE PIT IS
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DEEPER THAN 1200 - SEE SD.6
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WHERE PITS ARE PROVIDED IN
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PEDESTRIAN PATHWAYS THE GRATE
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SHALL BE BE SUPPLIED WITH A
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PEDESTRIAN SAFE MESH.
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WHERE A STANDARD GULLY PIT DEPTH
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EXCEEDS 1800mm, THE WALL AND
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FLOOR THICKNESS IS TO BE INCREASED
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AND REINFORCEMENT PROVIDED. (SEE
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ALL DIMENSIONS ARE IN MILLIMETRES.
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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11.
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BENCHING
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MASS CONCRETE
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INLET
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PIPE
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DIRECTION
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OF FLOW
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OUTLET
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PIPE
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150
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900
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150
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150 RADIUS
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100
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150
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125
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200
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SLOPE 1 IN 20
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TRANSITION KERB FROM 150 TO 200 OVER 600
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LINTEL LENGTH VARIES
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TRANSITION KERB FROM 150 TO 200 OVER 600
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E.J.
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E.J.
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TRANSITION KERB FROM 150 TO 200 OVER 600
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150 RADIUS
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DIRECTION
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OF FLOW
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MASS CONCRETE
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PIPE
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150
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900
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150
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BENCHING
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TRANSITION KERB FROM 150 TO 200 OVER 600
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LINTEL LENGTH VARIES
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SLOPE 1 IN 20
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OUTLET
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INLET
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PIPE
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100
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150
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E.J.
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350
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150
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E.J.
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10 MORTAR
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BEDDING
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GRATE AS PER
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NOTE 6.
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SUBDIVISION WORKS SPECIFICATION
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(105 MODIFIED ROLL KERB)
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USE DRAWING SD.5B FOR ENLARGED
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CHAMBERED PITS WITH PIPE DIAMETER
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EXCEEDING 525mm.
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10.
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ACCESS COVERS AND GRATES.
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TABLE 6.3).
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SD.5A
JUNE 2019
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BUTTERFLY GRATE STRUCTURAL DETAIL
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300 LAP
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SL82
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3N12
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3N12
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CHEMSET N12-200 200 EMBEDMENT INTO EXISTING WALL
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3N12
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EXISTING PIT WALLS UNDER
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150x150x10 EA (GALVANISED) 150mm END BEARING MUST BEAR FULLY ACROSS PIT WALL
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1
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-
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NOT TO SCALE
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DETAIL
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SL82
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32MPa CONCRETE
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150x150x10 EA (GALVANISED)
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EXISTING PIT WALL
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MASS CONCRETE
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TO BE DETERMINED ON SITE
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BACK OF KERB
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KERB LIP
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EXISTING PIT WALL
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3N12
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CHEMSET N12-200 200 EMBEDMENT INTO EXISTING WALL
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FUTURE DWY CONNECTION
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BUTTERFLY GRATE RFK95SYD
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FINISHED ROAD SURFACE LEVEL
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NOT TO SCALE
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SECTION
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1
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-
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SLUMP
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MAX. AGG. SIZE
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ELEMENT
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fcMPa (28 DAYS)
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CEMENT TYPE
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1.CONCRETE STRENGTH - UNLESS NOTED OTHERWISECONCRETE STRENGTH - UNLESS NOTED OTHERWISE
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PITS
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32
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80mm
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20mm
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GP
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NOTES
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EXTERIOR
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ELEMENT
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INTERIOR
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SLAB TOP
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SLAB BOTTOM
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45mm
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45mm
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45mm
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45mm
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BEAM TOP
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BEAM BOTTOM
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BEAM SIDE
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COLUMNS
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2. COVER - UNLESS NOTED OTHERWISE
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GENERAL NOTES
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SAG PITS CANNOT BE CONVERTED INTO BUTTERFLY GRATES. AMENDED DRAINAGE CALCULATIONS TO BE PROVIDED IF MORE THAN ONE KERB INLET PIT IS CONVERTED ALONG ANY GIVEN STORMWATER LINE.
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1. 2.
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SD.5B
SEPT. 2019
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450 LAP FOR N12
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600 LAP FOR N16
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TYPICAL CORNER DETAIL
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SCALE 1:40
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DIAMETER
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PIPE IN
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N12-200
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PROVIDE STEP IRONS. REFER TO DETAILS
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N12-200 CENTRAL
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FINISHED ROAD SURFACE LEVEL
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STANDARD PRECAST KERB LINTEL
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'N' CENTRAL
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'T'
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'T'
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15mm MORTAR FILLED JOINT
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N12-200 CENTRAL
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'N' CENTRAL
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FOOTWAY
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N.K.L.
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C/L PIPE
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MASS CONCRETE BENCHING
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'N' CENTRAL
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3N16 BTM BOTH WAYS
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4-N12 TRIMMERS TO ALL PIPES
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ACCESS TURRET TO STANDARD KERB INLET PIT DIMENSIONS (650x900)
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STANDARD GRATED KERB INLET PIT FOR PIPES FROM 600 TO 1200
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SCALE 1:40
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2
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-
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NOTE 'X'
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150 FOR 600600
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180 FOR Ø675675
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220 FOR Ø750750
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255 FOR Ø825825
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295 FOR Ø900900
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370 FOR Ø10501050
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445 FOR Ø12001200
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(ENLARGED CHAMBER)
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'T'
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BLINDING
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50
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REO 'N'
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PIT DEPTH 'D'mm
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WALLS AND BASE 'T'mm
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MAX. 3000
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MAX. 4000
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150
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N12-200
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200
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N16-200
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LAP LENGTH 'L'
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450
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600
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650
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900
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N12-200 CENTRAL
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450 LAP TYPICAL
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2
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-
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SECTION
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SCALE 1:40
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REO 'N'
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PIT DEPTH 'D'mm
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WALLS AND BASE 'T'mm
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MAX. 3000
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MAX. 4000
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200
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N16-200
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200
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N16-200
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LAP LENGTH 'L'
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600
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600
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'N' CENTRAL
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'T'
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'T'
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STANDARD GRATED KERB INLET PIT FOR PIPES FROM 1350 TO 2100
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SCALE 1:40
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(ENLARGED CHAMBER)
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FINISHED ROAD SURFACE LEVEL
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STANDARD PRECAST KERB LINTEL
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15mm MORTAR FILLED JOINT
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N12-200 CENTRAL
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ACCESS TURRET TO STANDARD KERB INLET PIT DIMENSIONS (650x900)
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N12-200 CENTRAL
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DIAMETER
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MASS CONCRETE BENCHING
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'N' CENTRAL
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PIPE IN
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'L' LAP LENGTH
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PROVIDE STEP IRONS. REFER TO DETAILS
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'T'
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BLINDING
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50
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NOTE 'Y'
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535 FOR Ø13501350
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615 FOR Ø15001500
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700 FOR Ø16501650
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780 FOR Ø18001800
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865 FOR Ø19501950
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865 FOR Ø21002100
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FOOTWAY
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N.K.L.
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C/L PIPE
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N16-200
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N16-200
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2
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-
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3N20 BTM BOTH WAYS
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'N' CENTRAL
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4-N16 TRIMMER BARS TO ALL PIPES (PLACED CENTRALLY IN WALL)
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FOR PIT SIZE REFER TO TABLE (900 MIN. LONG). COMPRESSIVE STRENGTH (F'c) FOR CAST INSITU CONCRETE SHALL BE A MINIMUM 32 MPa AT 28 DAYS. TOP OF BENCHING SHALL BE 1/2 OF OUTLET PIPE DIAMETER. 100mm SUBSOIL DRAINAGE PIPE 3000mm LONG WRAPPED IN FABRIC SOCK TO BE PROVIDED ADJACENT TO INLET PIPES. ALL PITS SHALL BE PROVIDED WITH A LOCKING CLIP. PIT GRATES AND FRAMES TO BE BICYCLE SAFE AND CLASS D IN ACCORDANCE WITH THE CURRENT EDITION OF AS 3996 ACCESS COVERS AND GRATES. DURING INSTALLATION OF GRATE AND FRAME CONTRACTOR IS TO ENSURE CLEARANCE BETWEEN LINTEL AND OPENED GRATE (REFER TO INSTALLATION TOLERANCE). PROVIDE STEP IRONS AS INDICATED FOR PITS DEEPER THAN 1200mm. REFER TO HILLS SHIRE COUNCIL STANDARD DRAWINGS.
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NOTES
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1. 2. 3. 4. 5. 6. 7. 8.
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SLUMP
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ELEMENT
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f'c MPa (28 DAYS)
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PITS
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32
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80mm
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MAX. AGG. SIZE
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20mm
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CEMENT TYPE
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GP
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EXTERIOR
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ELEMENT
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INTERIOR
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SLAB TOP
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45mm
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SLAB BOTTOM
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45mm
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45mm
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45mm
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CONCRETE STRENGTH - UNLESS NOTED OTHERWISE
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COVER - UNLESS NOTED OTHERWISE
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'L' LAP LENGTH
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25
AutoCAD SHX Text
FACE OF WALL
AutoCAD SHX Text
75
AutoCAD SHX Text
10
AutoCAD SHX Text
MIN. 250
AutoCAD SHX Text
MAX. 350
AutoCAD SHX Text
STEP IRON DETAILS
AutoCAD SHX Text
SCALE 1:40
AutoCAD SHX Text
200
AutoCAD SHX Text
350
AutoCAD SHX Text
75
AutoCAD SHX Text
40
AutoCAD SHX Text
24 DIA. BAR
AutoCAD SHX Text
200
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
50
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ENLARGED CHAMBERED PITS FOR PIPES EXCEEDING 525mm DIA.
SD.6
SURCHARGE PITS AND STEP IRONS
A
A
BB
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SEPT. 2019
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
125
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
F72 30 COVER
AutoCAD SHX Text
300
AutoCAD SHX Text
100 DIA SUBSOIL
AutoCAD SHX Text
DRAIN SEE NOTE 3
AutoCAD SHX Text
MASS CONCRETE
AutoCAD SHX Text
BENCHING
AutoCAD SHX Text
DETAIL 'X'
AutoCAD SHX Text
MAXIMUM SIZE PIPES
AutoCAD SHX Text
INLET/OUTLET 750 DIA
AutoCAD SHX Text
ON STRAIGHT
AutoCAD SHX Text
150
AutoCAD SHX Text
900
AutoCAD SHX Text
150
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SURCHARGE PIT TYPE A
AutoCAD SHX Text
FRAME GRATE & LEGS TO BE HOT DIP
AutoCAD SHX Text
GALVANISED AFTER FABRICATION
AutoCAD SHX Text
51x51x8 ANGLE LEGS
AutoCAD SHX Text
6mm FILLET WELDED
AutoCAD SHX Text
TO FRAME & BASEPLATE
AutoCAD SHX Text
75 SQx8 PL WITH
AutoCAD SHX Text
1-16 DIA HOLE CENTRAL
AutoCAD SHX Text
1-M12 GALV. HOLDING
AutoCAD SHX Text
DOWN BOLT PER LEG
AutoCAD SHX Text
BOLTS 150 LONG WITH
AutoCAD SHX Text
35 PROJECTION
AutoCAD SHX Text
DETAIL 'X'
AutoCAD SHX Text
125
AutoCAD SHX Text
SURCHARGE PIT TYPES B & C
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
100 DIA SUBSOIL
AutoCAD SHX Text
DRAIN SEE NOTE 3
AutoCAD SHX Text
INLET PIPE
AutoCAD SHX Text
OUTLET
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
750 DIA. MAX
AutoCAD SHX Text
750 DIA. MAX
AutoCAD SHX Text
"WELDLOCK" OR EQUIVALENT
AutoCAD SHX Text
SURFACE INLET PIT COVER
AutoCAD SHX Text
500
AutoCAD SHX Text
FRAME FITTED WITH LEGS
AutoCAD SHX Text
SURCHARGE PIT COVER &
AutoCAD SHX Text
"WELDLOCK" OR EQUIVALENT
AutoCAD SHX Text
500
AutoCAD SHX Text
F72 30 COVER
AutoCAD SHX Text
PLAN SURCHARGE PITS TYPE A, B, & C
AutoCAD SHX Text
900
AutoCAD SHX Text
900 TYPE 'A' PIT
AutoCAD SHX Text
600 TYPE 'B' PIT
AutoCAD SHX Text
900 TYPE 'C' PIT
AutoCAD SHX Text
HINGE
AutoCAD SHX Text
HINGE
AutoCAD SHX Text
COMPRESSIVE STRENGTH (F'c) FOR CAST
AutoCAD SHX Text
INSITU CONCRETE SHALL BE A MINIMUM
AutoCAD SHX Text
25 MPa AT 28 DAYS.
AutoCAD SHX Text
TOP OF BENCHING SHALL BE 1/2 OF
AutoCAD SHX Text
OUTLET PIPE DIAMETER.
AutoCAD SHX Text
100 DIA. SUBSOIL DRAINAGE PIPE 2000
AutoCAD SHX Text
LONG WRAPPED IN FABRIC SOCK TO BE
AutoCAD SHX Text
PROVIDED ADJACENT TO INLET PIPES.
AutoCAD SHX Text
ALL PITS SHALL BE PROVIDED WITH AN
AutoCAD SHX Text
APPROVED LOCKING SYSTEM.
AutoCAD SHX Text
PIT GRATES AND FRAMES TO BE BICYCLE
AutoCAD SHX Text
SAFE AND CLASS D IN ACCORDANCE WITH
AutoCAD SHX Text
THE CURRENT EDITION OF AS 3996 ACCESS
AutoCAD SHX Text
DURING INSTALLATION OF GRATE AND FRAME
AutoCAD SHX Text
ENSURE CLEARANCE BETWEEN LINTEL AND
AutoCAD SHX Text
OPEN GRATE. (REFER TO INSTALLATION
AutoCAD SHX Text
TOLERANCE).
AutoCAD SHX Text
WHERE PITS ARE PROVIDED IN PEDESTRIAN
AutoCAD SHX Text
PATHWAY, THE GRATE SHALL BE SUPPLIED
AutoCAD SHX Text
WITH A PEDESTRIAN SAFE MESH.
AutoCAD SHX Text
WHERE THE PIT DEPTH EXCEEDS 1800, THE
AutoCAD SHX Text
WALL AND FLOOR THICKNESS IS TO BE
AutoCAD SHX Text
INCREASED AND REINFORCEMENT PROVIDED.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
8.
AutoCAD SHX Text
9.
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
DETAIL OF STEP IRONS
AutoCAD SHX Text
STEP IRONS SHALL BE PROVIDED AT 350 CTS
AutoCAD SHX Text
UNDER LID WHERE PIT IS DEEPER THAN 1200.
AutoCAD SHX Text
SURCHARGE PITS SIZES TABLE
AutoCAD SHX Text
PIT OPENING SIZE GRATE TYPE
AutoCAD SHX Text
TYPE 'A' 900x900 P.C.9090 B
AutoCAD SHX Text
TYPE 'B' 600x900 P.C.6090 A
AutoCAD SHX Text
TYPE 'C' 900x900 P.C.9090 B
AutoCAD SHX Text
TYPE A GRATE TO BE FITTED WITH LEGS AS PER DETAIL 'X'
AutoCAD SHX Text
(SEE SUBDIVISION WORKS SPECIFICATION
AutoCAD SHX Text
300
AutoCAD SHX Text
25
AutoCAD SHX Text
FACE OF WALL
AutoCAD SHX Text
75
AutoCAD SHX Text
10
AutoCAD SHX Text
MIN. 250
AutoCAD SHX Text
MAX. 350
AutoCAD SHX Text
200
AutoCAD SHX Text
350
AutoCAD SHX Text
75
AutoCAD SHX Text
40
AutoCAD SHX Text
24 DIA. BAR
AutoCAD SHX Text
200
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
50
AutoCAD SHX Text
COVERS AND GRATES.
AutoCAD SHX Text
TABLE 6.3).
JUNCTION PITS
A A
DATE:
DRAWING No.:
SD.8
CONCRETE HEADWALLS FOR
SINGLE PIPE CULVERTS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
Sept. 2019
AutoCAD SHX Text
C
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
350
AutoCAD SHX Text
325
AutoCAD SHX Text
325
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
340
AutoCAD SHX Text
340
AutoCAD SHX Text
440
AutoCAD SHX Text
440
AutoCAD SHX Text
490
AutoCAD SHX Text
490
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
530
AutoCAD SHX Text
530
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
E
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
700
AutoCAD SHX Text
700
AutoCAD SHX Text
700
AutoCAD SHX Text
900
AutoCAD SHX Text
900
AutoCAD SHX Text
900
AutoCAD SHX Text
F
AutoCAD SHX Text
225
AutoCAD SHX Text
225
AutoCAD SHX Text
225
AutoCAD SHX Text
225
AutoCAD SHX Text
290
AutoCAD SHX Text
315
AutoCAD SHX Text
315
AutoCAD SHX Text
340
AutoCAD SHX Text
340
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
G
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
H
AutoCAD SHX Text
550
AutoCAD SHX Text
630
AutoCAD SHX Text
700
AutoCAD SHX Text
780
AutoCAD SHX Text
930
AutoCAD SHX Text
1010
AutoCAD SHX Text
1060
AutoCAD SHX Text
1160
AutoCAD SHX Text
1230
AutoCAD SHX Text
1380
AutoCAD SHX Text
1550
AutoCAD SHX Text
1700
AutoCAD SHX Text
1880
AutoCAD SHX Text
2050
AutoCAD SHX Text
2210
AutoCAD SHX Text
J
AutoCAD SHX Text
710
AutoCAD SHX Text
930
AutoCAD SHX Text
1130
AutoCAD SHX Text
1360
AutoCAD SHX Text
1560
AutoCAD SHX Text
1780
AutoCAD SHX Text
1980
AutoCAD SHX Text
2210
AutoCAD SHX Text
2400
AutoCAD SHX Text
2630
AutoCAD SHX Text
3110
AutoCAD SHX Text
3310
AutoCAD SHX Text
3820
AutoCAD SHX Text
4100
AutoCAD SHX Text
4550
AutoCAD SHX Text
K
AutoCAD SHX Text
370
AutoCAD SHX Text
450
AutoCAD SHX Text
540
AutoCAD SHX Text
620
AutoCAD SHX Text
700
AutoCAD SHX Text
790
AutoCAD SHX Text
870
AutoCAD SHX Text
950
AutoCAD SHX Text
1030
AutoCAD SHX Text
1200
AutoCAD SHX Text
1360
AutoCAD SHX Text
1530
AutoCAD SHX Text
1680
AutoCAD SHX Text
1850
AutoCAD SHX Text
2010
AutoCAD SHX Text
L
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
400
AutoCAD SHX Text
425
AutoCAD SHX Text
425
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
M
AutoCAD SHX Text
500
AutoCAD SHX Text
660
AutoCAD SHX Text
800
AutoCAD SHX Text
960
AutoCAD SHX Text
1100
AutoCAD SHX Text
1260
AutoCAD SHX Text
1400
AutoCAD SHX Text
1560
AutoCAD SHX Text
1700
AutoCAD SHX Text
1860
AutoCAD SHX Text
2200
AutoCAD SHX Text
2340
AutoCAD SHX Text
2700
AutoCAD SHX Text
2900
AutoCAD SHX Text
3220
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
F82
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
F92
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
F102
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
"
AutoCAD SHX Text
a
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
160
AutoCAD SHX Text
190
AutoCAD SHX Text
190
AutoCAD SHX Text
210
AutoCAD SHX Text
210
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
b
AutoCAD SHX Text
630
AutoCAD SHX Text
850
AutoCAD SHX Text
1050
AutoCAD SHX Text
1280
AutoCAD SHX Text
1480
AutoCAD SHX Text
1700
AutoCAD SHX Text
1900
AutoCAD SHX Text
2130
AutoCAD SHX Text
2320
AutoCAD SHX Text
2550
AutoCAD SHX Text
3030
AutoCAD SHX Text
3230
AutoCAD SHX Text
3740
AutoCAD SHX Text
4020
AutoCAD SHX Text
4470
AutoCAD SHX Text
c
AutoCAD SHX Text
450
AutoCAD SHX Text
530
AutoCAD SHX Text
620
AutoCAD SHX Text
700
AutoCAD SHX Text
800
AutoCAD SHX Text
910
AutoCAD SHX Text
990
AutoCAD SHX Text
1090
AutoCAD SHX Text
1170
AutoCAD SHX Text
1370
AutoCAD SHX Text
1530
AutoCAD SHX Text
1700
AutoCAD SHX Text
1850
AutoCAD SHX Text
2020
AutoCAD SHX Text
2180
AutoCAD SHX Text
d
AutoCAD SHX Text
650
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
e
AutoCAD SHX Text
410
AutoCAD SHX Text
490
AutoCAD SHX Text
580
AutoCAD SHX Text
660
AutoCAD SHX Text
740
AutoCAD SHX Text
830
AutoCAD SHX Text
910
AutoCAD SHX Text
990
AutoCAD SHX Text
1070
AutoCAD SHX Text
1240
AutoCAD SHX Text
1400
AutoCAD SHX Text
1570
AutoCAD SHX Text
1720
AutoCAD SHX Text
1890
AutoCAD SHX Text
2050
AutoCAD SHX Text
A
AutoCAD SHX Text
300
AutoCAD SHX Text
375
AutoCAD SHX Text
450
AutoCAD SHX Text
525
AutoCAD SHX Text
600
AutoCAD SHX Text
675
AutoCAD SHX Text
750
AutoCAD SHX Text
825
AutoCAD SHX Text
900
AutoCAD SHX Text
1050
AutoCAD SHX Text
1200
AutoCAD SHX Text
1350
AutoCAD SHX Text
1500
AutoCAD SHX Text
1650
AutoCAD SHX Text
1800
AutoCAD SHX Text
B
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
180
AutoCAD SHX Text
205
AutoCAD SHX Text
205
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
No.
AutoCAD SHX Text
PIPE SIZE
AutoCAD SHX Text
HEADWALL DIMENSIONS
AutoCAD SHX Text
REINFORCEMENT
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
COMPRESSIVE STRENGTH OF
AutoCAD SHX Text
CONCRETE TO BE F'c 25MPa
AutoCAD SHX Text
AT 28 DAYS.
AutoCAD SHX Text
ALL EXPOSED CORNERS TO
AutoCAD SHX Text
HAVE 12mm CHAMFER.
AutoCAD SHX Text
ALL QUANTITIES ARE FOR
AutoCAD SHX Text
ONE HEADWALL ONLY.
AutoCAD SHX Text
REINFORCEMENT BARS TO
AutoCAD SHX Text
BE TEMPCORE BARS IN
AutoCAD SHX Text
ACCORDANCE WITH
AutoCAD SHX Text
AS/NZS 4671.
AutoCAD SHX Text
ALL DIMENSIONS ARE IN
AutoCAD SHX Text
MILLIMETRES.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
450
AutoCAD SHX Text
a
AutoCAD SHX Text
a
AutoCAD SHX Text
a
AutoCAD SHX Text
a
AutoCAD SHX Text
135°
AutoCAD SHX Text
135°
AutoCAD SHX Text
d
AutoCAD SHX Text
d
AutoCAD SHX Text
d
AutoCAD SHX Text
d
AutoCAD SHX Text
135°
AutoCAD SHX Text
135°
AutoCAD SHX Text
A
AutoCAD SHX Text
K
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
H
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
1
AutoCAD SHX Text
1A
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
2 - Y12
AutoCAD SHX Text
2 - Y12
AutoCAD SHX Text
2 - Y12
AutoCAD SHX Text
Y12 @ 300 IN WING WALLS
AutoCAD SHX Text
FABRIC IN APRON - SEE TABLE. 75 CLEAR COVER
AutoCAD SHX Text
B
AutoCAD SHX Text
M
AutoCAD SHX Text
2 - Y12 50 CLEAR COVER
AutoCAD SHX Text
2 - Y12 50 CLEAR COVER
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
SECTION Y-Y
AutoCAD SHX Text
100
AutoCAD SHX Text
A
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
B
AutoCAD SHX Text
G
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
J
AutoCAD SHX Text
Y
AutoCAD SHX Text
135°
AutoCAD SHX Text
FABRIC IN APRON & WING WALL - SEE TABLE
AutoCAD SHX Text
PLAN X-X
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
B
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
SECTION Z-Z
AutoCAD SHX Text
FABRIC IN WING WALL - SEE TABLE. 50 CLEAR COVER
AutoCAD SHX Text
FABRIC FOR 1050 CULVERTS AND ABOVE - 65 CLEAR COVER
AutoCAD SHX Text
2 TO 1
AutoCAD SHX Text
THIS DETAIL RELATES TO OUTLET HEADWALLS ONLY. INLET HEADWALLS REQUIRE SITE/PROJECT SPECIFIC APPROVAL AND WILL ONLY BE CONSIDERED WHERE THERE IS NO RISK OF PERSONS BEING SWEPT INTO THE CLOSED DRAINAGE SYSTEM BY RESTRICTING THE OPENING SIZE, VELOCTY AND DEPTH, BY PHYSICALLY RESTRICTING ACCESS OR BY USING A MORE APPROPRIATE INLET STRUCTURE (SUCH AS A SKIRTED SURCHARGE PIT LID - SEE SD.6) AS PER THE CURRENT VERSION OF AUSTRALIAN RAINFALL AND RUNOFF.
AutoCAD SHX Text
NOTE:
SD.9
CONCRETE HEADWALLS FOR
DOUBLE PIPE CULVERTS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SEPT. 2019
AutoCAD SHX Text
THIS DETAIL RELATES TO OUTLET HEADWALLS ONLY. INLET HEADWALLS REQUIRE SITE/PROJECT SPECIFIC APPROVAL AND WILL ONLY BE CONSIDERED WHERE THERE IS NO RISK OF PERSONS BEING SWEPT INTO THE CLOSED DRAINAGE SYSTEM BY RESTRICTING THE OPENING SIZE, VELOCTY AND DEPTH, BY PHYSICALLY RESTRICTING ACCESS OR BY USING A MORE APPROPRIATE INLET STRUCTURE (SUCH AS A SKIRTED SURCHARGE PIT LID - SEE SD.6) AS PER THE CURRENT VERSION OF AUSTRALIAN RAINFALL AND RUNOFF.
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
C
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
350
AutoCAD SHX Text
325
AutoCAD SHX Text
325
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
340
AutoCAD SHX Text
340
AutoCAD SHX Text
440
AutoCAD SHX Text
440
AutoCAD SHX Text
490
AutoCAD SHX Text
490
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
380
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
530
AutoCAD SHX Text
530
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
E
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
700
AutoCAD SHX Text
700
AutoCAD SHX Text
700
AutoCAD SHX Text
900
AutoCAD SHX Text
900
AutoCAD SHX Text
900
AutoCAD SHX Text
F
AutoCAD SHX Text
225
AutoCAD SHX Text
225
AutoCAD SHX Text
225
AutoCAD SHX Text
225
AutoCAD SHX Text
290
AutoCAD SHX Text
315
AutoCAD SHX Text
315
AutoCAD SHX Text
340
AutoCAD SHX Text
340
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
390
AutoCAD SHX Text
G
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
130
AutoCAD SHX Text
H
AutoCAD SHX Text
550
AutoCAD SHX Text
630
AutoCAD SHX Text
700
AutoCAD SHX Text
780
AutoCAD SHX Text
930
AutoCAD SHX Text
1010
AutoCAD SHX Text
1080
AutoCAD SHX Text
1160
AutoCAD SHX Text
1230
AutoCAD SHX Text
1380
AutoCAD SHX Text
1550
AutoCAD SHX Text
1700
AutoCAD SHX Text
1880
AutoCAD SHX Text
2050
AutoCAD SHX Text
2210
AutoCAD SHX Text
J
AutoCAD SHX Text
710
AutoCAD SHX Text
930
AutoCAD SHX Text
1130
AutoCAD SHX Text
1360
AutoCAD SHX Text
1560
AutoCAD SHX Text
1780
AutoCAD SHX Text
1980
AutoCAD SHX Text
2210
AutoCAD SHX Text
2400
AutoCAD SHX Text
2630
AutoCAD SHX Text
3110
AutoCAD SHX Text
3310
AutoCAD SHX Text
3820
AutoCAD SHX Text
4100
AutoCAD SHX Text
4550
AutoCAD SHX Text
K
AutoCAD SHX Text
1040
AutoCAD SHX Text
1200
AutoCAD SHX Text
1380
AutoCAD SHX Text
1540
AutoCAD SHX Text
1700
AutoCAD SHX Text
1880
AutoCAD SHX Text
2040
AutoCAD SHX Text
2200
AutoCAD SHX Text
2360
AutoCAD SHX Text
2750
AutoCAD SHX Text
3120
AutoCAD SHX Text
3510
AutoCAD SHX Text
3860
AutoCAD SHX Text
4250
AutoCAD SHX Text
4620
AutoCAD SHX Text
L
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
400
AutoCAD SHX Text
425
AutoCAD SHX Text
425
AutoCAD SHX Text
450
AutoCAD SHX Text
450
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
AutoCAD SHX Text
520
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M
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500
AutoCAD SHX Text
660
AutoCAD SHX Text
800
AutoCAD SHX Text
960
AutoCAD SHX Text
1100
AutoCAD SHX Text
1260
AutoCAD SHX Text
1400
AutoCAD SHX Text
1560
AutoCAD SHX Text
1700
AutoCAD SHX Text
1860
AutoCAD SHX Text
2200
AutoCAD SHX Text
2340
AutoCAD SHX Text
2700
AutoCAD SHX Text
2900
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3220
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FABRIC
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F82
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"
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"
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"
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F92
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"
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"
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F102
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"
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"
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"
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"
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"
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"
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"
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a
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100
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
160
AutoCAD SHX Text
190
AutoCAD SHX Text
190
AutoCAD SHX Text
210
AutoCAD SHX Text
210
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
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b
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630
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850
AutoCAD SHX Text
1050
AutoCAD SHX Text
1280
AutoCAD SHX Text
1480
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1700
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1900
AutoCAD SHX Text
2130
AutoCAD SHX Text
2320
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2550
AutoCAD SHX Text
3030
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3230
AutoCAD SHX Text
3740
AutoCAD SHX Text
4020
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4470
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c
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1120
AutoCAD SHX Text
1280
AutoCAD SHX Text
1460
AutoCAD SHX Text
1620
AutoCAD SHX Text
1800
AutoCAD SHX Text
2000
AutoCAD SHX Text
2160
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2340
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2500
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2920
AutoCAD SHX Text
3290
AutoCAD SHX Text
3680
AutoCAD SHX Text
4030
AutoCAD SHX Text
4420
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4790
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d
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650
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
750
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e
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1080
AutoCAD SHX Text
1240
AutoCAD SHX Text
1420
AutoCAD SHX Text
1580
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1740
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1920
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2080
AutoCAD SHX Text
2240
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2400
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2790
AutoCAD SHX Text
3160
AutoCAD SHX Text
3550
AutoCAD SHX Text
3900
AutoCAD SHX Text
4290
AutoCAD SHX Text
4660
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A
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300
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375
AutoCAD SHX Text
450
AutoCAD SHX Text
525
AutoCAD SHX Text
600
AutoCAD SHX Text
675
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750
AutoCAD SHX Text
825
AutoCAD SHX Text
900
AutoCAD SHX Text
1050
AutoCAD SHX Text
1200
AutoCAD SHX Text
1350
AutoCAD SHX Text
1500
AutoCAD SHX Text
1650
AutoCAD SHX Text
1800
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B
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150
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150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
180
AutoCAD SHX Text
205
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205
AutoCAD SHX Text
230
AutoCAD SHX Text
230
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
260
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260
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260
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260
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No.
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PIPE SIZE
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HEADWALL DIMENSIONS
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REINFORCEMENT
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450
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a
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a
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a
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a
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135°
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135°
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d
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d
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d
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d
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135°
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135°
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L
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A
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B
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C
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G
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G
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1
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1A
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2
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3
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2 - Y12
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2 - Y12
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2 - Y12
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Y12 @ 300 IN WING WALLS
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FABRIC IN APRON - SEE TABLE. 75 CLEAR COVER
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B
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M
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2 - Y12 50 CLEAR COVER
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2 - Y12 50 CLEAR COVER
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2
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3
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SECTION Y-Y
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100
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E
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F
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G
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B
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H
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C
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B
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B
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SECTION Z-Z
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FABRIC IN WING WALL - SEE TABLE. 50 CLEAR COVER
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FABRIC FOR 1050 CULVERTS AND ABOVE - 65 CLEAR COVER
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2 TO 1
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A
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E
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F
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B
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G
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X
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X
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J
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PLAN X-X
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A
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Y
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Y
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135°
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FABRIC IN APRON & WING WALL - SEE TABLE
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2
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3
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A
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K
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X
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H
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D
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C
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B
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ELEVATION
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A
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X
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N
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FABRIC FOR 1050 CULVERTS AND ABOVE- 50 CLEAR COVER TO FAR FACE
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COMPRESSIVE STRENGTH OF CONCRETE TO BE F'c 25MPa. AT 28 DAYS. ALL EXPOSED CORNERS TO HAVE A 12mm CHAMFER. ALL QUANTITIES ARE FOR ONE HEADWALL ONLY. REINFORCING BARS TO BE TEMPCORE BARS IN ACCORDANCE WITH AS/NZS 4671. ALL DIMENSIONS ARE IN MILLIMETRES.
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NOTES:
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1. 2. 3. 4. 5.
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N
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670
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750
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840
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920
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1000
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1090
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1170
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1250
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1330
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1550
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1760
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1980
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2180
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2400
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2610
SD.10
ROCK MATTRESS INLET / OUTLET
PROTECTION FOR PIPE CULVERTS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SEPT. 2019
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PIPE
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"W1"
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"W2"
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"L"min.
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300
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375
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450
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525
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600
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750
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900
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1050
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1200
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1350
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1500
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1650
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1800
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1450
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1800
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2100
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2400
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2750
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3350
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4000
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4600
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5200
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5650
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6100
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6700
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7300
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2320
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2750
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3130
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3520
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4050
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4810
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5630
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6890
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7660
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8270
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8880
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9640
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10410
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1200
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1600
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2400
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3100
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3600
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4300
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4800
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5500
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6100
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6700
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7300
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7900
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8500
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'W1"- MATTRESS WIDTH FOR SINGLE PIPE CULVERT "W2- MATTRESS WIDTH FOR DOUBLE PIPE MATTRESS WIDTH FOR DOUBLE PIPE CULVERT "D" - INLET PROTECTION 170mm THICK ROCK MATTRESS OUTLET PROTECTION 230mm THICK ROCK MATTRESS.
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A
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A
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PLAN
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"W2"
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"W1"
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SECTION A-A
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GALVANISED WIRE OR PLASTIC COATED WIRE MESH MATTRESS FILLED WITH APPROVED ROCK AND SECURELY WIRED TOGETHER. MATTRESS TO BE CONTOURED TO SUIT INLET/OUTLET CHANNEL. CHANNEL TO BE LINED WITH GEOTEXTILE FABRIC (BIDM A29 OR EQUIVALENT).
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PROTECT FULL LENGTH OF EXCAVATED CHANNEL AS DIRECTED. ALL DIMENSIONS ARE IN MILLIMETRES. SIZE OF ROCK FILL : 80 MIN. 150 MAX.
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1. 2. 3.
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NOTES:
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CULVERT WINGWALL
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"L" MIN.
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FILTER FABRIC
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D
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N.T.S.
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THIS DETAIL RELATES TO OUTLET HEADWALLS ONLY. INLET HEADWALLS REQUIRE SITE/PROJECT SPECIFIC APPROVAL AND WILL ONLY BE CONSIDERED WHERE THERE IS NO RISK OF PERSONS BEING SWEPT INTO THE CLOSED DRAINAGE SYSTEM BY RESTRICTING THE OPENING SIZE, VELOCTY AND DEPTH, BY PHYSICALLY RESTRICTING ACCESS OR BY USING A MORE APPROPRIATE INLET STRUCTURE (SUCH AS A SKIRTED SURCHARGE PIT LID - SEE SD.6) AS PER THE CURRENT VERSION OF AUSTRALIAN RAINFALL AND RUNOFF.
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NOTE:
SD.11
TRASH AND SAFETY BARRIER
FOR OPEN CULVERTS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SEPT. 2019
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30°
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600
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DISTANCE TO BE DETERMINED BY ENGINEER (MINIMUM 5m)
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PLACE 1.8m CHILDPROOF FENCE TO COUNCIL STANDARD
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TREATED RADIATA PINE LOG STRESS GRADE F8
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MINIMUM POLE DIAMETER
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HEIGHT
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MASS CONCRETE
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CRUSHED ROCK FILL
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EMBEDMENT DEPTH
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HOLE DIAMETER 200mm LARGER THAN POST
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POLES SHALL BE BRACED PRIOR TO FILLING HOLE WITH CONCRETE
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POST DETAIL
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NOT TO SCALE
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LOCATION AND LEVEL OF BARRIER TO BE SET SO BLOCKAGE WITH DEBRIS WILL NOT CAUSE DAMAGE DUE TO RAISED FLOOD LEVELS AS FLOOD WATER FLOWS OVER THE BLOCKED BARRIER.
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NOTE:
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DESIGN TABLE
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HEIGHT (m)
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MIN. POLE DIA. (mm)
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EMBEDMENT LENGTH (m) STIFF SOIL ROCK
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1.0
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1.1 - 1.5
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1.6 - 2.0
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2.1 - 2.5
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2.6 - 3.0
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150
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200
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250
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300
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200
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1.0
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1.1
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1.6
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2.1
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2.6
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TWICE THE POLE DIAMETER MIN. 400mm BELOW SOUND ROCK
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EMBEDMENT LENGTH TO BE CONFIRMED BY THE ENGINEER
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THIS DETAIL RELATES TO OUTLET HEADWALLS ONLY. INLET HEADWALLS REQUIRE SITE/PROJECT SPECIFIC APPROVAL AND WILL ONLY BE CONSIDERED WHERE THERE IS NO RISK OF PERSONS BEING SWEPT INTO THE CLOSED DRAINAGE SYSTEM BY RESTRICTING THE OPENING SIZE, VELOCTY AND DEPTH, BY PHYSICALLY RESTRICTING ACCESS OR BY USING A MORE APPROPRIATE INLET STRUCTURE (SUCH AS A SKIRTED SURCHARGE PIT LID - SEE SD.6) AS PER THE CURRENT VERSION OF AUSTRALIAN RAINFALL AND RUNOFF.
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NOTE:
DATE:
DRAWING No.:
LITTER SKIPGROSS POLUTANT TRAP
SHEET 1 OF 2 SHEETS
DATE:
DRAWING No.:
LITTER SKIPGROSS POLUTANT TRAP
SHEET 2 OF 2 SHEETS
SD.13
DATE:
DRAWING No.:
ROOFWATER OUTLET CONNECTION
THE HILLS SHIRE COUNCIL APR. 2021
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FOOTPATH
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FOOTPATH
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KERB
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KERB
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INVERT
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ROAD
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ROAD
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SEE DETAIL
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PVC KERB ENTRY ADAPTOR
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A
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A
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90 MIN.
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255
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64
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360
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127x64x40 RHS HOT DIPPED GALV. (OR ALUMINIUM)
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CASE 2
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CASE 3
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KERB ENTRY WITH RHS (100x200)
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ROLLED KERB AND "ANGLE CUT" KERB ENTRY ADAPTOR
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M.S. OR ALUMINIUM STORMWATER PIPE INSERT FOR R K&G
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300 FOR EXISTING KERB
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90mm
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SECTION A-A
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CASE 1
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NORMAL KERB AND CIRCULAR ADAPTOR
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PREFERRED CONNECTION FOR STANDARD KERB. ALTERNATIVE TO CASE 1. THIS METHOD OF ROOF WATER OUTLET CONNECTION MUST BE USED FOR ROLLED KERB.
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CASE 1
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CASE 2
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CASE 3
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ALL DIMENSIONS ARE IN MILLIMETRES (UNO). INVERT OF HOLE TO BE FLUSH WITH INVERT OF GUTTER. PIPES ACROSS THE FOOTPATH TO BE BUTTED AND CEMENT RENDERED TO THE BACK OF THE KERB. FOR EACH ROOF WATER CONNECTION IN EXISTING KERB A SECTION OF KERB 300mm LONG SHALL BE REMOVED, REFORMED AND POURED TO INCORPORATE STANDARD ROOF WATER OUTLET. CONNECTIONS MUST BE LOCATED 0.5m CLEAR OF DRIVEWAYS. EXISTING CONNECTIONS CONFLICTING WITH A PROPOSED DRIVEWAY MUST BE RELOCATED.
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NOTES
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1. 2. 3. 4. 5.
SD.14
DATE:
DRAWING No.:
KERBS & GUTTERS
THE HILLS SHIRE COUNCIL AUG. 2018
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150
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30
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40
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R20
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R300
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R300
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150
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R5
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NOMINAL KERB LINE
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150
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50
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600
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LEVEL
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NOMINAL KERB LINE
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R5
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150mm KERB & GUTTER
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ROLL KERB & GUTTER
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40
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30
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COVER
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50 COVER
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F82 FABRIC
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TOP & BOTTOM
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R5
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R5
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R5
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DISH CROSSING
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DISH CROSSING
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BARRIER KERB
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F82 FABRIC
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TOP & BOTTOM
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50 COVER
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COVER
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30
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25
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200
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R5
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(ROLL KERB ONLY)
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30
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150
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30
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150
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80
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MOUNTABLE KERB
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10
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160
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90
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30
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100
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80
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KERB ONLY
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30
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120
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EDGE STRIP
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R5
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R20
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R5
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R5
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INTEGRAL KERB FOR
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CONCRETE ACCESSWAYS
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25
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75
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50
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NOMINAL KERB LINE
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F72 FABRIC FROM MAIN SLAB
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BENT UP 75 FROM EDGE OF SLAB
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AND PROJECTING 50 INTO SLAB
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CONCRETE ACCESSWAYS
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INTEGRAL KERB FOR
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PATHWAY KERB
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& GUTTER
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75
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125
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50
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R5
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R20
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30 COVER
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30 COVER
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R5
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125
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25
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100
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225
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125
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R20
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ROAD SUB-BASE TO BE EXTENDED BENEATH KERBS, GUTTERS, APRONS AND DISH CROSSINGS.
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CONCRETE TO BE OF 25 MPa COMPRESSIVE STRENGTH (F'c) AT 28 DAYS.
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REINFORCEMENT FABRIC TO AS/NZS 4671 HARD DRAWN STEEL WIRE REINFORCEMENT FABRIC.
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WHERE CONDUITS ARE PLACED PRIOR TO KERB CONSTRUCTION, KERB FACES SHALL BE MARKED FOR LOCATION.
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PROVIDE EXPANSION JOINTS AT 6m CENTRES AND WEAKENED PLANE JOINT AT 3m CENTRES.
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1.
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2.
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3.
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4.
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5.
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NOTES
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ALL DIMENSIONS ARE IN MILLIMETRES (UNO)
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6.
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100-150
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AS
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SPECIFIED
DATE:
DRAWING No.:
ELSHOLZ KERB - MEDIAN & NEARSIDE
THE HILLS SHIRE COUNCIL
FEB. 2017
#
#
SD.14A
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DESIRABLE MINIMUM OFFSET TO EDGE LINE - 500.
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BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION AS SHOWN OR DOWELLED TO CONCRETE PAVEMENT AT
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TERMINAL TREATMENT - THE BARRIER SHALL BE TRANSITIONED TO A MOUNTABLE KERB IN THE MEDIAN AND
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TO THE TYPICAL KERB AND GUTTER SHAPE IN NEARSIDE APPLICATIONS.
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STEEL BARS (U1-12) SHALL BE GRADE 250R TO AS 1302. BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
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1.
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2.
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3.
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4.
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5.
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NOTES
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ALL EDGES SHALL BE ROUNDED WITH A 25R UNLESS SHOWN OTHERWISE.
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6.
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1000 C/C USING %%C 28 DOWELS (240 LONG).
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MINIMUM CONCRETE STRENGTH AT 28 DAYS SHALL BE 32Mpa. CLEAR COVER TO REINFORCEMENT SHALL BE 50.
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ON CONCRETE PAVEMENT JOINTS WILL BE COMPATIBLE WITH, AND COINCIDE WITH, JOINTS IN THE ADJOINING BASE,
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OTHERWISE PROVIDE JOINTS AT 4.5m.
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THIS IS A REDIRECTION KERB SUITABLE
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FOR SPEED ZONES 70 km/h OR LESS.
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VERTICAL DIMENSIONS AS SHOWN ARE
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CRITICAL FOR THIS BARRIER'S PERFORMANCE.
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AGAINST THE KERB.
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NO PAVEMENT LAYER BUILD UP DIRECTLY
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450
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ELSHOLZ - NEARSIDE INSTALLATION
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EDGE LINE
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ELSHOLZ - TYPICAL MEDIAN INSTALLATION
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(FLEXIBLE PAVEMENT)
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ELSHOLZ KERB PROFILE
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EDGE LINE
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SEE NOTE 2 FOR
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DOWEL REQUIREMENTS
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U1-12 @ 300 C/C
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DIMENSIONS OF U1-12 BARS DEPENDENT ON
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BRIDGE DECK OR CONCRETE PAVEMENT DESIGN
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ELSHOLZ - NARROW MEDIAN
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(CONC. PAVEMENT &
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BRIDGE DECKS)
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COMMON
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ALIGNMENT
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COMMON ALIGNMENT
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ELSHOLZ
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TYPE SA
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TYPE SE
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TYPE SF
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DIAGRAM SHOWING
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KERB ALIGNMENT
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RMS ROAD
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500
SD.15
DATE:
DRAWING No.:
GUTTER & FOOTPATH CROSSING
A
A
THE HILLS SHIRE COUNCIL APR.2021
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BDY
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EXPANSION
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JOINT
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S
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S
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450
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450
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WIDTH OF FOOTPATH
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450
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450
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JOINT
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EXPANSION
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EXPANSION
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JOINT
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STANDARD DUTY
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MEDIUM DUTY
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HEAVY DUTY
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500 mm MINIMUM
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500 mm MINIMUM
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1000 mm MAXIMUM
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S
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CROSSING TYPE
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PLAN
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RESTORATION OF
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EXISTING PAVEMENT
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(SEE NOTE 8)
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EXISTING
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PAVEMENT
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RESTORATION OF EXISTING
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PAVEMENT (SEE NOTE 8)
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450
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450
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125
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R25
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100 MAX
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65 MIN
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40
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300 MIN
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125
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F72 MESH
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EXPANSION
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JOINT
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SECTION A-A
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STANDARD DUTY
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MEDIUM DUTY
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SECTION A-A
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RESTORATION OF EXISTING
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PAVEMENT (SEE NOTE 8)
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450
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EXISTING
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PAVEMENT
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300 MIN
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R25
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100 MAX
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65 MIN
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450
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150
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F72 MESH
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EXPANSION
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JOINT
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150
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R12 DOWELS AT 300 CTS
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500 LONG
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F72 MESH
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SECTION A-A
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450
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HEAVY DUTY
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EXISTING
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PAVEMENT
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300 MIN
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F82 MESH
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R25
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RESTORATION OF EXISTING
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PAVEMENT (SEE NOTE 8)
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R12 DOWELS AT 300 CTS
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100 MAX
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65 MIN
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450
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200
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500 LONG
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F82 MESH
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200
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EXPANSION
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JOINT
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ALL DIMENSIONS ARE IN MILLIMETRES.
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STEEL FABRIC TO BE PLACED A MINIMUM
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OF 40mm AND A MAXIMUM 60mm BELOW
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CONCRETE USED IN THE WORK SHALL
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OF 25 MPa AFTER 28 DAYS.
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GUTTER CROSSING TO BE POURED BEFORE
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EXPOSED LENGTH OF DOWEL FROM GUTTER
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CROSSING POUR TO BE COATED WITH
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PRIOR TO POURING FOOTPATH SLAB.
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REFER TO ELECTRICITY SUPPLIER FOR
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LOCATION OF CABLE DUCTS.
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TELECOMUNICATIONS SUPPLIER REQUIRES
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FOOTPATH CROSSING. THREE WORKING
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DAYS NOTICE REQUIRED TO ARRANGE
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PROVIDE SAWCUT TO EDGE OF DAMAGED
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PAVEMENT PRIOR TO RESTORATION WITH
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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THE CONCRETE SURFACE LEVEL.
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DEVELOP A MINIMUM CRUSHING STRENGTH
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AND SEPARATELY FROM FOOTPATH CROSSING.
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"BRUSHDALE DURASEAL" OR EQUIVALENT
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THAT CONDUITS BE PROVIDED UNDER
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INSTALLATION.
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FULL DEPTH ASPHALTIC CONCRETE (AC 10)
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NOTES:
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5400 MAX (Standard only)
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S
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S
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40
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40
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GRADE
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3000 MIN (Standard only)
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THE KERB AND GUTTER MUST BE POURED AS
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A SINGLE CONTIGUOUS STRUCTURE. WHERE A
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9.
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NEW DRIVEWAY IS BEING INSTALLED, THE
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EXISTING KERB AND GUTTER MUST BE REMOVED
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IN ITS ENTIRETY.
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IF THE EXISTING GUTTER CROSSING OR
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PEDESTRIAN FOOTPATH IS DAMAGED OR CRACKED,
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10.
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IT MUST BE COMPLETELY REMOVED AND
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RECONSTRUCTED.
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ROOFWATER OUTLET CONNECTIONS MUST BE
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11.
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LOCATED 0.5m (MINIMUM) CLEAR OF DRIVEWAYS.
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EXISTING CONNECTIONS CONFLICTING WITH A
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PROPOSED DRIVEWAY MUST BE RELOCATED
DATE:
DRAWING No.:
RURAL GUTTER CROSSING
DATE:
DRAWING No.:
RURAL VEHICULAR CROSSINGS
RURAL VEHICULAR CROSSING - TYPE 'A'
RURAL VEHICULAR CROSSING - TYPE 'B'
SD.18
DATE:
DRAWING No.:
FOOTPATH PAVING AND
JOINTING DETAILS
THE HILLS SHIRE COUNCIL
SEPT. 2020
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KERB AND GUTTER
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BOUNDARY
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600
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E.J.
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C.J.
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1500
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1500
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1500
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1500
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6000
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E.J. - EXPANSION JOINT (FULL DEPTH OF CONCRETE). C.J. - CONTRACTION JOINT.
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E.J.
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10mm THICK APPROVED JOINTING MATERIAL
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BDY
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50mm APPROVED SUB-BASE MATERIAL
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75mm 25 MPa CONCRETE
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2% - 4%
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TYPICAL SECTION - INFILL
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(REFER NOTES)
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ALL DIMENSIONS ARE IN MILLIMETRES. ACTUAL WIDTH OF FOOTPATH PAVING SHALL BE SPECIFIED BY COUNCIL (MINIMUM 1.2m AND MAXIMUM 1.5m). MINIMUM CONCRETE STRENGTH SHALL BE 25MPa. RAMP TO BE PROVIDED WITH NON SLIP (BROOM) FINISH. PREFERRED CROSSFALL SHALL BE 2.5%. WHERE CONSTRUCTED ADJACENT TO VACANT LAND/NEW DEVELOPMENT OR ROLL KERB, INCREASE CONCRETE DEPTH TO 125mm AND INCLUDE F72 MESH (MINIMUM). WHERE CONSTRUCTED AT AN EXISTING DRIVEWAY, INCREASE CONCRETE DEPTH TO 125mm AND INCLUDE F72 MESH (MINIMUM) EXTENDING 1.5m ON EACH SIDE OF THE DRIVEWAY. ALL EXPOSED CONCRETE EDGES TO BE ROUNDED TO A 5mm RADIUS.
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3.
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4.
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1.
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2.
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AT 6000 MAX. INTERVALS
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EXPANSION JOINT
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10 THICK BITUMEN IMPREGNATED FIBREBOARD
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75/125mm
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AT 1500 MAX. SPACING
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TRANSVERSE CONTRACTION JOINT
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CONTRACTION JOINT, 25mm DEEP, 3mm WIDE, FULL WIDTH OF PATH.
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75/125mm
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C.J.
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C.J.
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5.
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PLAN
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NOTES
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MIN
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6.
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REFER NOTE 2
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BDY
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50mm APPROVED SUB-BASE MATERIAL
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125mm 25 MPa CONCRETE
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2% - 4%
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TYPICAL SECTION - DRIVEWAYS AND NEW DEVELOPMENT
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(REFER NOTES)
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7.
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8.
SD.19
DATE:
DRAWING No.:
CYCLEWAY PAVING AND
JOINTING DETAILS
THE HILLS SHIRE COUNCIL
SEPT. 2020
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KERB AND GUTTER
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BOUNDARY
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600
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E.J.
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E.J.
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C.J.
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C.J.
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C.J.
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E.J. - EXPANSION JOINT (FULL DEPTH OF CONCRETE). C.J. - CONTRACTION JOINT OR 25mm DEEP SAW CUT.
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REFER NOTE 2
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BDY
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50mm SAND OR APPROVED COMPACTED SUB-BASE MATERIAL
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100mm THICK, 25 MPa CONCRETE, REINFORCED WITH F72 MESH, 40 COVER TOP. 'HONEYCOMB' FULL DEPTH COLOUR.
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AT 12000 MAX. INTERVALS
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EXPANSION JOINT
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10 THICK BITUMEN IMPREGNATED FIBREBOARD
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100/150
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AT 3000 MAX. SPACING
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TRANSVERSE CONTRACTION JOINT
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TOOL JOINT, 25mm DEEP, 3mm WIDE, FULL WIDTH OF PATH.
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100/150
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F72 MESH WITH 40 COVER
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'HONEYCOMB' FULL DEPTH COLOUR. APPLY BROOM FINISH.
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F72 TOP, 40 COVER
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2% - 4%
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(REFER NOTES)
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'HONEYCOMB' FULL DEPTH COLOUR. APPLY BROOM FINISH.
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TYPICAL SECTION - INFILL
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PLAN
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NOM.
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ALL DIMENSIONS ARE IN MILLIMETRES. ACTUAL WIDTH OF CYCLEWAY PAVING SHALL BE SPECIFIED BY COUNCIL (MINIMUM 2m AND MAXIMUM 3m). MINIMUM CONCRETE STRENGTH SHALL BE 25MPa. RAMP TO BE PROVIDED WITH NON SLIP (BROOM) FINISH. WHERE CONSTRUCTED ADJACENT TO VACANT LAND/NEW DEVELOPMENT OR ROLL KERB, INCREASE CONCRETE DEPTH TO 125mm. WHERE CONSTRUCTED AT DEFINED CROSSING LOCATIONS IN PARKS AND RESERVES, INCREASE CONCRETE DEPTH TO 150mm, EXTENDING 1.5m ON EACH SIDE OF THE CROSSING LOCATION. ALL EXPOSED CONCRETE EDGES TO BE ROUNDED TO A 5mm RADIUS.
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3.
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4.
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1.
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2.
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5.
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NOTES
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6.
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7.
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BDY
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50mm SAND OR APPROVED COMPACTED SUB-BASE MATERIAL
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125mm THICK, 25 MPa CONCRETE, REINFORCED WITH F72 MESH, 40 COVER TOP. 'HONEYCOMB' FULL DEPTH COLOUR.
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2% - 4%
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(REFER NOTES)
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TYPICAL SECTION - DRIVEWAYS AND NEW DEVELOPMENT
DATE:
DRAWING No.:
B
BAA
CYCLEWAY ACCESS RAMPAND HOLDING RAIL
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
SD.21
CYCLEWAY BOLLARD AND U-RAIL
JULY 2020
á
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GOLDEN YELLOW
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RED
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U-RAIL 'TARGET BOARD' LAYOUT
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N.T.S.
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25mm
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25mm
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50mm
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WHITE
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WHITE
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RED
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CLASS 2 REFLECTIVE TAPE TO BE USED AS SHOWN
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65NB STEEL PIPE SLEEVE
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HOLDING RAIL 50NB STEEL PIPE, POWDER COATED GOLDEN YELLOW.
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200x200mm CONCRETE FOOTING
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STANDARD U-RAIL MARKING AND MOUNTING DETAIL
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N.T.S.
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BOLLARD TO BE FITTED WITH SECURELY FITTED CAP
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25mm
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25mm
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50mm
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WHITE
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WHITE
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RED
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CLASS 2 REFLECTIVE TAPE TO BE USED AS SHOWN
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STEEL PIPE, POWDER COATED GOLDEN YELLOW. 100NB MIN. TO 300NB MAX.
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STANDARD BOLLARD MARKING AND MOUNTING DETAIL
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N.T.S.
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200x200mm CONCRETE FOOTING
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NOTES:
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ALL DIMENSIONS ARE IN MILLIMETRES (U.N.O.). LENGTH OF U-RAIL CAN BE VARIED TO SUIT PATH WIDTH - 600mm MIN. TO 1500mm. MAX. FOR RAIL WIDTHS á 1050mm, USE TWO 1050mm, USE TWO 1050mm, USE TWO 250mm WIDE RED TAPE BANDS. BOLLARDS AND U-RAILS CAN BE FIXED TO PATH BY USING EITHER A BOLT SYSTEM, OR PIPE SLEEVE AND CONCRETE AS SHOWN. IF A PIPE SLEEVE IS USED, A METAL WEDGE IS TO BE USED TO SECURE THE U-RAIL IN THE SLEEVE. WHERE A U-RAIL IS MOUNTED AT RIGHT ANGLES TO A PATH A 'TARGET BOARD' SHALL BE FITTED. IF THE U-RAIL IS MOUNTED LONGITUDINALLY ALONG THE PATH A TARGET BOARD IS NOT USED.
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1. 2. 3. 4.
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SEE NOTE 4
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EXAMPLES OF BOLLARD TREATMENT
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EXAMPLE OF U-RAIL AND HAZARD BOARD TREATMENT
DATE:
DRAWING No.:
LANEWAY BARRIER
DATE:
DRAWING No.:
PATHWAY STEPS
{
DATE:
DRAWING No.:
TO PUBLIC PATHWAYSDETAIL OF ACCESS GATE
DATE:
DRAWING No.:3400 ACCESS GATE
TO PUBLIC DRIVEWAYS
DATE:
DRAWING No.:
SD.25
PEDESTRIAN REFUGE - MID BLOCK
THE HILLS SHIRE COUNCIL
JULY 2020
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80-120
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30 BB
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6
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75-90
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120-170
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MIN. 2
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7
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R5-400 (R)
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W6-1
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W6-3
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W8-25
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or
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REFUGE
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ISLAND
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A
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NO
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STOPPING
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20
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4
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3
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E5
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E5
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R5-400 (L)
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Min.3.5
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8
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5
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7
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1
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1
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STOPPING
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NO
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E5
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E5
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3
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4
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30 BB
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V85
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km/h
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< 75
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STOPPING
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NO
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R5-400 (L)
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A(m)
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Min.3.5
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5
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8
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2
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3
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20
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W6-3
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W8-25
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W6-1
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R5-400 (R)
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STOPPING
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NO
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REFUGE
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or
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ISLAND
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6
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A
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11.
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ISLAND KERBS MAY BE BARRIER KERBS AND PAINTED WHITE. IF REFUGE IS USED IN CONJUNCTION WITH A MARKED CROSSING, THE SPACING BETWEEN THE ISLANDS SHOULD BE INCREASED ACCORDINGLY. LENGTH OF SPLAYED PAINTED MEDIAN SHOULD BE 30M. THIS MAY BE INCREASED, OR OTHER DELINEATION DEVICES CONSIDERED, IF VISIBILITY TO THE ISLAND IS REDUCED BY VERTICAL OR HORIZONTAL ALIGNMENT. UNIDIRECTIONAL YELLOW RAISED RETROREFLECTIVE PAVEMENT MARKERS SHALL BE PROVIDED AT 6.0m SPACINGS. PAINTED MEDIAN IS PRECEDED BY A DOUBLE BARRIER LINE EXTENDING FOR 30m MINIMUM. PROVIDE 45^ DIAGONAL CHEVRON PAINTED MARKINGS 1000 WIDE, 2000 GAP, WITHIN PAINTED MEDIAN OUTLINE. WHERE REFUGES ARE USED ON ARTERIAL OR HIGH SPEED ROADS, PEDESTRIANS OR CHILDREN WARNING SIGNS W6-1 OR W6-3 (MINIMUM SIZE B) (SEE AS 1742.10 CLAUSE 10.2.2 AND 10.2.4) AS APPROPRIATE, SHALL BE ERECTED, TOGETHER WITH SUPPLEMENTARY PLATE 'REFUGE ISLAND' (W8-25) (SEE AS 1742.10 CLAUSE 10.2.6) IN ADVANCE OF THE REFUGE. PERAMBULATOR RAMPS SHOULD BE CONSTRUCTED AT MAXIMUM 1 IN 8 GRADE. 'KEEP LEFT' (R2-3) SIGN TO HAVE 50mm GAP FROM BASE OF SIGN TO TOP OF PEDESTRIAN REFUGE. 'KEEP LEFT' SIGNS MAY BE OMITTED IF DELINEATION OF THE ISLAND UNDER ALL CONDITIONS IS ADEQUATE. FRANGIBLE PEDESTRIAN ASSIST HANDRAILS TO BE PROVIDED ON THE ISLAND AT THE PEDESTRIAN CROSSING POINT, PROVIDED THE ISLAND IS AT LEAST 2m WIDE. REFER TO TDT 2011/a - PEDESTRIAN REFUGES. WHEN USED AT INTERSECTIONS, THE LENGTH OF THE ISLAND NEAREST TO THE INTERSECTION MAY BE REDUCED TO ACCOMMODATE TURNING TRAFFIC. A SUGGESTED MINIMUM LENGTH IS 1.25M. STREET LIGHTING IN ACCORDANCE WITH AS 1158.1 SHOULD BE PROVIDED. THE 'NO STOPPING' ZONE MAY BE EXTENDED, IF NEEDED, TO A POINT WHERE THE CARRIAGEWAY IS WIDE ENOUGH FOR PARKING AND PASSING TRAFFIC (WHERE THE WIDTH IS LESS THAN 5.5m). ALL DIMENSIONS ARE IN METRES.
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14.
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12.
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9.
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10.
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8.
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7.
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6.
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4.
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5.
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2.
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3.
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NOTES:
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1.
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R2-3(L)
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R2-3(L)
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13.
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5
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5
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HOLDING RAIL MAY BE PROVIDED. REFER SD.28
DATE:
DRAWING No.:
SD.26
PEDESTRIAN REFUGE - AT INTERSECTION
THE HILLS SHIRE COUNCIL
JULY 2020
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V85
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75-90
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< 75
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km/h
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80-120
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120-170
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3
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2
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3
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A
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STOPPING
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NO
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20
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A(m)
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R5-400(L&R)
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R2-3(L)
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MIN. 2
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7
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R5-400 (L)
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Min.3.5
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8
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5
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7
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1
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1
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STOPPING
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NO
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E5
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E5
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4
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30 BB
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STOPPING
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NO
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R5-400 (L)
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Min.3.5
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5
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8
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20
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W6-3
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W8-25
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W6-1
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R5-400 (R)
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STOPPING
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NO
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REFUGE
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or
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ISLAND
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6
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A
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R2-3(L)
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R2-3(L)
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5
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11.
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ISLAND KERBS MAY BE BARRIER KERBS AND PAINTED WHITE. IF REFUGE IS USED IN CONJUNCTION WITH A MARKED CROSSING, THE SPACING BETWEEN THE ISLANDS SHOULD BE INCREASED ACCORDINGLY. LENGTH OF SPLAYED PAINTED MEDIAN SHOULD BE 30M. THIS MAY BE INCREASED, OR OTHER DELINEATION DEVICES CONSIDERED, IF VISIBILITY TO THE ISLAND IS REDUCED BY VERTICAL OR HORIZONTAL ALIGNMENT. UNIDIRECTIONAL YELLOW RAISED RETROREFLECTIVE PAVEMENT MARKERS SHALL BE PROVIDED AT 6.0m SPACINGS. PAINTED MEDIAN IS PRECEDED BY A DOUBLE BARRIER LINE EXTENDING FOR 30m MINIMUM. PROVIDE 45^ DIAGONAL CHEVRON PAINTED MARKINGS 1000 WIDE, 2000 GAP, WITHIN PAINTED MEDIAN OUTLINE. WHERE REFUGES ARE USED ON ARTERIAL OR HIGH SPEED ROADS, PEDESTRIANS OR CHILDREN WARNING SIGNS W6-1 OR W6-3 (MINIMUM SIZE B) (SEE AS 1742.10 CLAUSE 10.2.2 AND 10.2.4) AS APPROPRIATE, SHALL BE ERECTED, TOGETHER WITH SUPPLEMENTARY PLATE 'REFUGE ISLAND' (W8-25) (SEE AS 1742.10 CLAUSE 10.2.6) IN ADVANCE OF THE REFUGE. PERAMBULATOR RAMPS SHOULD BE CONSTRUCTED AT MAXIMUM 1 IN 8 GRADE. 'KEEP LEFT' (R2-3) SIGN TO HAVE 50mm GAP FROM BASE OF SIGN TO TOP OF PEDESTRIAN REFUGE. 'KEEP LEFT' SIGNS MAY BE OMITTED IF DELINEATION OF THE ISLAND UNDER ALL CONDITIONS IS ADEQUATE. FRANGIBLE PEDESTRIAN ASSIST HANDRAILS TO BE PROVIDED ON THE ISLAND AT THE PEDESTRIAN CROSSING POINT, PROVIDED THE ISLAND IS AT LEAST 2m WIDE. REFER TO TDT 2011/a - PEDESTRIAN REFUGES. WHEN USED AT INTERSECTIONS, THE LENGTH OF THE ISLAND NEAREST TO THE INTERSECTION MAY BE REDUCED TO ACCOMMODATE TURNING TRAFFIC. A SUGGESTED MINIMUM LENGTH IS 1.25M. STREET LIGHTING IN ACCORDANCE WITH AS 1158.1 SHOULD BE PROVIDED. THE 'NO STOPPING' ZONE MAY BE EXTENDED, IF NEEDED, TO A POINT WHERE THE CARRIAGEWAY IS WIDE ENOUGH FOR PARKING AND PASSING TRAFFIC (WHERE THE WIDTH IS LESS THAN 5.5m). ALL DIMENSIONS ARE IN METRES.
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14.
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12.
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9.
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10.
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8.
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7.
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6.
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4.
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5.
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2.
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3.
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NOTES:
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1.
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13.
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HOLDING RAIL MAY BE PROVIDED. REFER SD.28
DATE:
DRAWING No.:
SD.27
WOMBAT CROSSING
PLAN AND DETAILS
THE HILLS SHIRE COUNCIL
JULY 2020
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R5-400(R)
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STOPPING
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NO
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SEE NOTE 8
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SEE NOTE 8
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E1
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E1
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CROSSING
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AHEAD
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W8-22B
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W6-3B
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30m BB LINE
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30m BB LINE
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INSTALL 100m FROM CROSSING
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CROSSING
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AHEAD
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W8-22B
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W6-3B
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INSTALL 100m FROM CROSSING
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R3-1
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R3-1
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NO
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STOPPING
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R5-400(R)
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SS
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CONSTRUCT PEDESTRIAN RAMP. REFER DETAIL C
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PROVIDE SUBSOIL DRAIN ON HIGH SIDE OF RAMP AND CONNECT TO STORMWATER DRAIN AS DIRECTED BY COUNCIL
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NO
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STOPPING
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R5-400(L)
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R3-1
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R3-1
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D4-1-2
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D4-1-2
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NO
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STOPPING
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R5-400(L)
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1:8 MAX.
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1:8 MAX.
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BK
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BK
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BK
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BK
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2
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R0.3
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R4.0
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100 HIGH FLAT TOP
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CJ
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FLAT APRON
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1:15 RAMP
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R4.0
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R0.3
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3
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CJ
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1.4
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APPLY WHITE DEGADUR "PIANO KEY" MARKINGS AS PER AS 1742.13
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SCALE 1:200
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PLAN
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PROVIDE EXPANSION JOINT 10mm "JOINTEX", 200mm DEEP ADJACENT TO KERB.
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1.8 MAX. RAMP
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200 THICK, 50MPa, RF82 MESH, 40mm COVER. 0.2mm VAPOUR BARRIER ON 25mm SAND
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MILL OUT EXISTING PAVEMENT TO SUIT WHERE REQUIRED
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SCALE 1:40
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3
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SECTION
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3 % SLOPE
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COLOURED CONCRETE. REFER TO NOTE 7.
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PROVIDE TOOL JOINT
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BARRIER KERB TO BE PAINTED WHITE.
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CONSTRUCTION JOINT R20 GALVANISED DOWELS, 400mm LONG, CENTRAL, AT 300mm CENTRES. REFER TO DETAIL A.
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STENCIL CONCRETE, HERRINGBONE PATTERN, CCS POTTERY COLOUR OR EQUIVALENT. 150mm THICK, 32MPa. RF82 MESH, 40mm COVER.
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100mm SUBSOIL PIPE WITH FILTER SOCK ON HIGH SIDE OF ROAD
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EXISTING PAVEMENT
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EXCAVATE/MILL EXISTING PAVEMENT VARYING DEPTH (75-225mm). PROOF ROLL.
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SAW CUT EXISTING PAVEMENT- FILL WITH APPROVED CRACK SEALING COMPOUND.
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100mm HIGH RAMP ON 1:15 GRADE
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200mm THICK, 50MPa, RF82 MESH, 40mm COVER. 0.2mm VAPOUR BARRIER ON 25mm THICK COMPACTED SAND.
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SCALE 1:40
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2
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SECTION
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SCALE: 1:100
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C
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%%UPEDESTRIAN RAMP
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%%u DETAIL
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1:8
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KERB FACE
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SCALE: 1:20
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A
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TRANSVERSE CONSTRUCTION JOINT DETAIL
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DIRECTION OF POUR
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REFER TO JOINT DETAIL 'B'
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RF82, 40mm COVER TOP.
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R20 GALVANISED DOWEL, 400mm LONG @ 300mm CENTRES. DE-BONDED ONE END WITH GREASE TAPE. PROVIDE END CAP.
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HOT-APPLIED RUBBERISED ASPHALT
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WIDENING GAP
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BACKING ROD
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1:5
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B
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JOINT DETAIL
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TF
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TF
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SCALE 1:500
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PLAN
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DIMENSIONS ARE IN METRES, UNLESS NOTED OTHERWISE. TAKE EXTREME CARE WHEN WORKING ABOVE EXISTING SERVICES TO AVOID DAMAGE TO SERVICES DUE TO VIBRATION AND LOADING. CONTRACTORS SHALL OBTAIN THEIR OWN 'DIAL BEFORE YOU DIG' INFORMATION, AND ASCERTAIN THE DEPTH OF ALL SERVICES, PRIOR TO WORK COMMENCING. ENSURE STREET LIGHTING MEETS THE REQUIREMENTS OF AS 1158.4. 45^ DIAGONAL PAINTED MARKING TO BE 1.0m WIDE, 2.0m GAP. PAINT ALL PROPOSED BARRIER KERBS WHITE. GREY COLOURED CONCRETE SHALL BE OBTAINED BY ADDING 'ONYX' OXIDE, SUPPLIED BY CSR READYMIX. MIX PROPORTION SHALL BE 18Kg OF 'ONYX' PER CUBIC METRE OF CONCRETE, MIXED AT BATCH PLANT. ALTERNATE SUPPLIERS WILL BE ALLOWED WHICH MATCH THIS COLOUR. INSTALL POST FOR R3-3 FLAG, AND STOP LINE (TF), AT DESIGNATED CHILDREN'S CROSSINGS, IN ACCORDANCE WITH AS1742.10
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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CONSTRUCT MEDIAN INFILL 150mm THICK STENCIL CONCRETE (CCS POTTERY COLOUR OR EQUIVALENT) 32MPa REINFORCED WITH RF82. 40mm COVER TOP
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CONSTRUCT BARRIER KERB TO SD.14
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APPLY 45° DIAGONAL CHEVRON LINEMARKING.
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CONSTRUCT PEDESTRIAN RAMP IN ACCORDANCE WITH DETAIL C.
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APPLY CROSSING MARKING 3.7m LONG 0.60m WIDE, 0.60m GAP USING DEGADUR PAINT. APPLY SEALER PRIOR TO PLACEMENT.
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CONSTRUCT 200mm THICK 50MPa "ONYX" COLOURED CONCRETE TO RAMP AND RAISED PLATFORM. REFER TO NOTE 7.
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CONSTRUCT SUBSOIL DRAIN AND FLUSHING POINT TO SD4. BACKFILL SUBSOIL DRAIN WITH NO FINES CONCRETE. SEE ALSO SECTION 2.
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CONSTRUCTION JOINT
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INSTALL SIGN
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BK
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CJ
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PROVIDE "YY" RAISED PAVEMENT MARKERS.
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PROVIDE "Y" RAISED PAVEMENT MARKERS.
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PROVIDE "R" RAISED PAVEMENT MARKERS.
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SS
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NOTES
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LEGEND
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INSTALL POST FOR R3-3 FLAG
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8.
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1.4
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E1
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E1
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D4-1-2
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D4-1-2
DATE:
DRAWING No.:
SD.27A
WOMBAT CROSSING WITH CENTRAL
ISLAND
PLAN AND DETAILS
THE HILLS SHIRE COUNCIL
JULY 2020
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R5-400(R)
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STOPPING
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NO
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SEE NOTE 8
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SEE NOTE 8
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E1
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E1
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CROSSING
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AHEAD
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W8-22B
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W6-3B
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30m BB LINE
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30m BB LINE
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INSTALL 100m FROM CROSSING
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CROSSING
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AHEAD
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W8-22B
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W6-3B
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INSTALL 100m FROM CROSSING
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R3-1
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R3-1
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NO
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STOPPING
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R5-400(R)
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SS
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CONSTRUCT PEDESTRIAN RAMP. REFER DETAIL C
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PROVIDE SUBSOIL DRAIN ON HIGH SIDE OF RAMP AND CONNECT TO STORMWATER DRAIN AS DIRECTED BY COUNCIL
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NO
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STOPPING
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R5-400(L)
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R3-1
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R3-1
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D4-1-2
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D4-1-2
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NO
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STOPPING
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R5-400(L)
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1:8 MAX.
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1:8 MAX.
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E1
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E1
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BK
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BK
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BK
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BK
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BK
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BK
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E1
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E1
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2
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R0.3
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R4.0
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100 HIGH FLAT TOP
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R0.3
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R4.0
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CJ
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FLAT APRON
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1:15 RAMP
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R4.0
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R0.3
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3
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CJ
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MIN.
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MIN.
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1.2
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MIN.
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2.0 PREFERABLE
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0.8
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1.4
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APPLY WHITE DEGADUR "PIANO KEY" MARKINGS AS PER AS 1742.13
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SCALE 1:200
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PLAN
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PROVIDE EXPANSION JOINT 10mm "JOINTEX", 200mm DEEP ADJACENT TO KERB.
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1.8 MAX. RAMP
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200 THICK, 50MPa, RF82 MESH, 40mm COVER. 0.2mm VAPOUR BARRIER ON 25mm SAND
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MILL OUT EXISTING PAVEMENT TO SUIT WHERE REQUIRED
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SCALE 1:40
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3
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SECTION
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3 % SLOPE
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COLOURED CONCRETE. REFER TO NOTE 7.
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PROVIDE TOOL JOINT
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BARRIER KERB TO BE PAINTED WHITE.
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STENCIL CONCRETE, HERRINGBONE PATTERN, CCS POTTERY COLOUR OR EQUIVALENT. 150mm THICK, 32MPa, RF82 MESH, 40mm COVER.
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CONSTRUCTION JOINT R20 GALVANISED DOWELS, 400mm LONG, CENTRAL, AT 300mm CENTRES. REFER TO DETAIL A.
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STENCIL CONCRETE, HERRINGBONE PATTERN, CCS POTTERY COLOUR OR EQUIVALENT. 150mm THICK, 32MPa. RF82 MESH, 40mm COVER.
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100mm SUBSOIL PIPE WITH FILTER SOCK ON HIGH SIDE OF ROAD
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EXISTING PAVEMENT
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EXCAVATE/MILL EXISTING PAVEMENT VARYING DEPTH (75-225mm). PROOF ROLL.
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SAW CUT EXISTING PAVEMENT- FILL WITH APPROVED CRACK SEALING COMPOUND.
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100mm HIGH RAMP ON 1:15 GRADE
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200mm THICK, 50MPa, RF82 MESH, 40mm COVER. 0.2mm VAPOUR BARRIER ON 25mm THICK COMPACTED SAND.
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SCALE 1:40
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2
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SECTION
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SCALE: 1:100
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C
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%%UPEDESTRIAN RAMP DETAIL
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1:8
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KERB FACE
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SCALE: 1:20
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A
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TRANSVERSE CONSTRUCTION JOINT DETAIL
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DIRECTION OF POUR
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REFER TO JOINT DETAIL 'B'
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RF82, 40mm COVER TOP.
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R20 GALVANISED DOWEL, 400mm LONG @ 300mm CENTRES. DE-BONDED ONE END WITH GREASE TAPE. PROVIDE END CAP.
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HOT-APPLIED RUBBERISED ASPHALT
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WIDENING GAP
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BACKING ROD
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1:5
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B
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JOINT DETAIL
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TF
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TF
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SCALE 1:500
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PLAN
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DIMENSIONS ARE IN METRES, UNLESS NOTED OTHERWISE. TAKE EXTREME CARE WHEN WORKING ABOVE EXISTING SERVICES TO AVOID DAMAGE TO SERVICES DUE TO VIBRATION AND LOADING. CONTRACTORS SHALL OBTAIN THEIR OWN 'DIAL BEFORE YOU DIG' INFORMATION, AND ASCERTAIN THE DEPTH OF ALL SERVICES, PRIOR TO WORK COMMENCING. ENSURE STREET LIGHTING MEETS THE REQUIREMENTS OF AS 1158.4. 45^ DIAGONAL PAINTED MARKING TO BE 1.0m WIDE, 2.0m GAP. PAINT ALL PROPOSED BARRIER KERBS WHITE. GREY COLOURED CONCRETE SHALL BE OBTAINED BY ADDING 'ONYX' OXIDE, SUPPLIED BY CSR READYMIX. MIX PROPORTION SHALL BE 18Kg OF 'ONYX' PER CUBIC METRE OF CONCRETE, MIXED AT BATCH PLANT. ALTERNATE SUPPLIERS WILL BE ALLOWED WHICH MATCH THIS COLOUR. INSTALL POST FOR R3-3 FLAG, AND STOP LINE (TF), AT DESIGNATED CHILDREN'S CROSSINGS, IN ACCORDANCE WITH AS1742.10
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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CONSTRUCT MEDIAN INFILL 150mm THICK STENCIL CONCRETE (CCS POTTERY COLOUR OR EQUIVALENT) 32MPa REINFORCED WITH RF82. 40mm COVER TOP
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CONSTRUCT BARRIER KERB TO SD.14
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APPLY 45° DIAGONAL CHEVRON LINEMARKING.
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INSTALL PEDESTRIAN BARRIER WITH CHEVRONS. SEE DETAIL.
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CONSTRUCT PEDESTRIAN RAMP IN ACCORDANCE WITH DETAIL C.
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APPLY CROSSING MARKING 3.7m LONG 0.60m WIDE, 0.60m GAP USING DEGADUR PAINT. APPLY SEALER PRIOR TO PLACEMENT.
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CONSTRUCT 200mm THICK 50MPa "ONYX" COLOURED CONCRETE TO RAMP AND RAISED PLATFORM. REFER TO NOTE 7.
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CONSTRUCT SUBSOIL DRAIN AND FLUSHING POINT TO SD4. BACKFILL SUBSOIL DRAIN WITH NO FINES CONCRETE. SEE ALSO SECTION 2.
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CONSTRUCTION JOINT
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INSTALL SIGN
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BK
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CJ
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PROVIDE "YY" RAISED PAVEMENT MARKERS.
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PROVIDE "Y" RAISED PAVEMENT MARKERS.
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PROVIDE "R" RAISED PAVEMENT MARKERS.
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SS
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NOTES
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LEGEND
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INSTALL POST FOR R3-3 FLAG
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8.
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PEDESTRIAN HOOP 50NB STEEL PIPE POWDER COATED GOLDEN YELLOW
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50mm
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200mmX200mm CONCRETE FOOTING
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ROAD SURFACE
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65NB STEEL PIPE SLEEVE
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BARRIER KERB
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MEDIAN ISLAND
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50mm
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R
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R
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R
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Y
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Y
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Y
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Y
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Y
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'R' - RED
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'Y' - GOLDEN YELLOW
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PEDESTRIAN BARRIER WITH CHEVRONS
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SCALE 1:25
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mm
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mm
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mm
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D4-1-2
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D4-1-2
DATE:
DRAWING No.:
HOLDING RAIL
DATE:
DRAWING No.:
SD.29
KERB BLISTER DETAILS
THE HILLS SHIRE COUNCIL
JULY 2020
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150MM, 32MPa CONCRETE. STENCILLED SURFACE TREATMENT, HERRINGBONE PATTERN, CCS 'POTTERY' COLOUR OR EQUIVALENT.
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SINGLE LAYER RF82 MESH 40mm COVER
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DIMENSIONS OF BLISTER AND CYCLE LANE TO BE CONFIRMED BY COUNCIL'S INFRASTRUCTURE PLANNING AND CAN VARY FOR A PARTICULAR SITE. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL WORK TO BE IN ACCORDANCE WITH AUS-SPEC #2.
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UNIDIRECTIONAL REFLECTIVE YELLOW (Y)
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UNIDIRECTIONAL REFLECTIVE RED (R)
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SCALE 1:100
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FACE OF KERB
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R0.3
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R5.0
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E1
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2.
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3.
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ERECT SIGN
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RAISED PAVEMENT MARKERS
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1.
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FACE OF KERB
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SCALE 1:100
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-
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1
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R0.3
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E1
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PROVIDE TOOL JOINT
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SCALE 1:20
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-
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1
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KERB BLISTER - TYPE A
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KERB BLISTER - TYPE B
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SECTION
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LEGEND
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NOTES
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MOUNTABLE KERB TO SD.14, WITH AN APPLICATION OF WHITE REFLECTIVE PAINT
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MOUNTABLE KERB TO SD.14, WITH AN APPLICATION OF WHITE REFLECTIVE PAINT
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MOUNTABLE KERB TO SD.14, WITH AN APPLICATION OF WHITE REFLECTIVE PAINT
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D4-1-2
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D4-1-2
DATE:
DRAWING No.:
PEDESTRIAN RAMPS
DATE:
DRAWING No.:
TRAFFICABLE CENTRAL ISLANDFOR ROUNDABOUTS
DATE:
DRAWING No.:MEDIAN/SPLITTER ISLAND ANDCENTRAL ISLAND FOR ROUNDABOUTS
(WITH ANNULUS)
DATE:
DRAWING No.:
ROUNDABOUT SPLITTER ISLAND DETAILS
DATE:
DRAWING No.:
SD.35
JULY 2020
TYPICAL SIGNING & LINEMARKING
SCHEME FOR A LOCAL STREET
ROUNDABOUT
THE HILLS SHIRE COUNCIL
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TB
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TI-21
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APPROX.
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50
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BB 30
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E5
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50
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APPROX.
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R1-3
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W2-7
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NEW ROUNDABOUT
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NOTES:
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ALL DIMENSIONS IN METRES. PROVIDE THESE SIGNS ON ALL APPROACHES. REMOVE SIGN T1-213 FOUR WEEKS AFTER COMPLETION OF ROUNDABOUT. RAISED PAVEMENT MARKERS ARE TO BE PROVIDED IN ACCORDANCE WITH RTA STANDARDS. SPLITTER ISLAND AND ROUNDABOUT KERBS ARE TO BE PAINTED WITH WHITE REFLECTIVE PAINT.
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1. 2. 3. 4. 5.
DATE:
DRAWING No.:
SIGNPOSTING DETAILS
DATE:
DRAWING No.:
SD.37
THE HILLS SHIRE COUNCIL JAN 2021
∅
∅
∅
STREET NAME SIGNS
∅
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NAME SIGNS AT INTERSECTIONS
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N.T.S.
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NAME SIGNS AT JUNCTIONS
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N.T.S.
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SINGLE ENDED STREET NAME SIGN
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SEMI MOUNTABLE KERB
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MIN. LENGTH 500
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BRACKET WITH SELF-TAPPING SCREW.
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TOP OF KERB
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KERB AND GUTTER
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13mm HOLE HOLE FOR ANCHOR ROD
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FOOTING DETAILS
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NORMAL BACKFILL MATERIAL
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LEAN MIX CONCRETE BACKFILL
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N.T.S.
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N.T.S.
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STEEL POST WITH CAP
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50mm NOMINAL SIZE NOMINAL SIZE GALV. PIPE
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STANDARD GALV. END CAP
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N.T.S.
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FOOTING DETAILS AS FOR SINGLE ENDED SIGN
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DOUBLE ENDED STREET NAME SIGN WITH SUPPLEMENTARY PLATE
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N.T.S.
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50mm NOMINAL BORE NOMINAL BORE WITH 2.3mm WALL THICKNESS
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500 FOR MOUNTABLE OR
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MIN. LENGTH 500
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GREENWOOD RD
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1 - 15 17 - 33
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5
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2x10mm HOLES HOLES
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GREENWOOD RD
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REFER AS 1742.5 FOR FURTHER DETAILS
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REFER AS 1742.5 FOR FURTHER DETAILS
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GREENWOOD RD
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STREET NAME AND SUPPLEMENTARY PLATE DETAILS
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N.T.S.
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1 - 15 17 - 33
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ALL DIMENSIONS ARE IN MILLIMETRES. FOR FURTHER DETAILS REFER TO THSC WORKS SPECIFICATION SUBDIVISIONS/DEVELOPMENTS AND AS 1742.5. FOR OTHER INTERSECTION TYPES THE SIGN CONFIGURATION MUST COMPLY WITH AS 1742.5. COLOURS, MATERIALS AND FINISHES (INCLUDING FOR THE ACTUAL POLES AND BRACKETS) MUST ALSO COMPLY WITH SECTION 11 FROM THSC WORKS SPECIFICATION SUBDIVISIONS/ DEVELOPMENTS AND AS 1742.5. POSTS AND CAPS MUST BE PLAIN/GALVANISED. THE BLADE BACKGROUND MUST BE 3M STANDARD GREEN 3826 CLASS 1 HIGH INTENSITY REFLECTIVE SHEETING (WITH 4MM WIDE ORANGE CLASS 2 REFLECTIVE STRIPES TOP AND BOTTOM). LETTERS MUST BE 3M SILVER 3870 CLASS 1 MATERIAL. IMAGES, LOGOS AND SUBURB NAMES MUST NOT BE INCLUDED UNLESS SEPARATE, SPECIFIC APPROVAL IS PROVIDED BY COUNCIL IN WRITING. THE SUPPLEMENTARY PLATE IS TO BE USED FOR STREET NUMBERS AT CROSS ROADS, "PRIVATE ROADS" AND/OR TEMPORARY ROADS STATING "TEMPORARY ACCESS TO ...." WHERE DIRECTED BY COUNCIL.
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NOTES
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2.
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1.
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4.
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3.
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5.
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6.
DATE:
DRAWING No.:
ROCK RETAINING WALL
DATE:
DRAWING No.:
RESTORATION OF TRENCHESFOR SERVICE PIPES
DATE:
DRAWING No.:
FIRE TRAILS
DATE:
DRAWING No.:TYPICAL ROAD RESERVE LANDSCAPETREATMENT BETWEEN CLASSIFIED ROADS AND
LOCAL ROADS
2500
BATTER TO MATCHEXISTING 1:4 MAX(CONCAVE / CONVEX)
DENSE PLANTING
TREES AT 10 m CENTRES
KERB 1:3 MAX.1:4 MAX.
EXCAVATE PLANTING HOLE 200mm DEEPER AND 300mm WIDER THAN THE POT SIZE
RIP SUBGRADE TO 150mm AS SPECIFIED
SLOW RELEASE FERTILISER OSMCOTE
BACKFILL WITH APPROVED TOPSOIL MIX
FORM SHALLOW DISH DRAIN TO BASE OF TREE100mm ORGANIC MULCH.
50mm HESSIAN TIES
2 X (50x50x1800mm)
GROUNDCOVERS IN TUBESPLANTED AT 8/m2 AS PERPLANT SCHEDULE75mm MULCH.FORM DISH DRAIN TO BASE OF PLANT.
900m
m M
INKERB
KERB
CONCRETE FOOTPATH
TURF
BATTERS 1:4 (Max)
Marry into existing
TREES @ 10m CENTERS (SEE PLANT SCHEDULE)
SHRUBSGROUNDCOVERS
C L A S S I F I E D R D
L O C A L R D
T O P O F B A T T E R
T O P O F B A T T E R
HARDWOOD STAKES
RIP SUBGRADE TO 150mm
UNDISTURBED EARTH
150mm TOPSOIL MIX INTOEXISTING RIPPED TOPSOIL
SLOW RELEASE FERTILISERTO EACH PLANT
KERB
1000
750
2500
10002500
1000
PLANT SCHEDULE
1000
1000
2000
2000
G/COVERS
SHRUBS
DATE:
DRAWING No.:
TYPICAL RAINGARDEN PLAN AND DETAILS
DATE:
DRAWING No.:
TIMBER POST AND RAIL FENCE
TYPICAL ROAD SWALE DETAILS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
JULY 2014
₂
₂
TYPICAL 4m WIDE ROAD SWALE DETAIL
TYPICAL 2m WIDE ROAD SWALE DETAIL
SD.46
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1x 90mm 3m LONG LOW LEVEL SUBSOIL (IN SOCK)LINE CONNECTED TO NEXT DOWNSTREAM PIT. LINE RETURNED AT UPSTREAM END AND CONNECTED TO FLUSHING POINT IN PIT.
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300mm CLAY CAPPING
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200mm FILTER MEDIA LAYER (MIN. INFILTRATION RATE AT 90% STANDARD COMPACTION 200mm/hr
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100mm COARSE SAND TRANSITION LAYER
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DRAINAGE LAYER 5mm AGGREGATE (WASHED) D =5mm=5mm
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2x 90mm HIGH LEVEL SLOTTED LINES CONNECTED TONEXT DOWNSTREAM PIT. BOTH LINES RETURNED AT UPSTREAM END AND CONNECTED TO PIT.
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300
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2.5 TYP
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1
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2.5 TYP
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1
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CYCLEWAY/FOOTPATH
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ROCK MULCH WITH JUTE MESH UNDER
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SAND BACKFILL
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STORMWATER DRAINAGE PIPE
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250
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LOCALLY FLATTEN SWALE BATTER AT PIT LOCATIONS
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STREET TREE PLANTING "TUCKEROO" @ 10m CENTRES
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RAISED INLET PIT IN DISTANCE
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75mm MINUS ROCK SIZE
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PERMEABLE GEOTEXTILE LAYER
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4%
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ROAD
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SAND BACKFILL
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STORMWATER DRAINAGE PIPE
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ROAD
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LOCALLY FLATTEN SWALE BATTER AT PIT LOCATIONS
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STREET TREE PLANTING "TUCKEROO" @ 5m CENTRES ON ALTERNATE SIDES OF THE SWALE
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RAISED INLET PIT IN DISTANCE
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DENSE PLANTING IN SWALE TO LANDSCAPE ARCHITECT'S DETAILS - PLANT TYPE TO BE CONFIRMED WITH COUNCIL PRIOR TO PLANTING
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5 TYP
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1
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5 TYP
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1
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ROAD
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SLOTTED KERB
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ROCK MULCH BETWEEN PLANTS
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PERMEABLE GEOTEXTILE LAYER
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1x 90mm 3m LONG LOW LEVEL SUBSOIL (IN SOCK)LINE CONNECTED TO NEXT DOWNSTREAM PIT. LINE RETURNED AT UPSTREAM END AND CONNECTED TO FLUSHING POINT IN PIT.
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300mm CLAY CAPPING
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2x 90mm HIGH LEVEL SLOTTED LINESCONNECTED TO NEXT DOWNSTREAM PIT. BOTH LINES RETURNED AT UPSTREAM END AND CONNECTED TO PIT.
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200mm FILTER MEDIA LAYER (MIN. INFILTRATION RATE AT 90% STANDARD COMPACTION 200mm/hr
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100mm COARSE SAND TRANSITION LAYER
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DRAINAGE LAYER 5mm AGGREGATE (WASHED) D =5mm=5mm
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250
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N.T.S.
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N.T.S.
GRASSED ROADSIDE SWALE DETAILS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
OCT. 2019
₂
GRASSED ROADSIDE SWALE DETAIL
SD.46A
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SAND BACKFILL
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STORMWATER DRAINAGE PIPE
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LOCALLY FLATTEN SWALE BATTER AT PIT LOCATIONS
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STREET TREE PLANTING "TUCKEROO" @ 5m CENTRES ON ALTERNATE SIDES OF THE SWALE
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RAISED INLET PIT IN DISTANCE
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5 TYP
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1
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5 TYP
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1
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ROAD
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PERMEABLE GEOTEXTILE LAYER
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1x 90mm 3m LONG LOW LEVEL SUBSOIL (IN SOCK)LINE CONNECTED TO NEXT DOWNSTREAM PIT. LINE RETURNED AT UPSTREAM END AND CONNECTED TO FLUSHING POINT IN PIT.
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300mm CLAY CAPPING
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2x 90mm HIGH LEVEL SLOTTED LINESCONNECTED TO NEXT DOWNSTREAM PIT. BOTH LINES RETURNED AT UPSTREAM END AND CONNECTED TO PIT.
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200mm FILTER MEDIA LAYER (MIN. INFILTRATION RATE AT 90% STANDARD COMPACTION 200mm/hr
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100mm COARSE SAND TRANSITION LAYER
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DRAINAGE LAYER 5mm AGGREGATE (WASHED) D =5mm=5mm
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250
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N.T.S.
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4%
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CYCLEWAY/FOOTPATH
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GRASSED SWALE (GREENLEES PARK COUCH)
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GRASSED SWALE (GREENLEES PARK COUCH)
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THE USE OF THIS GRASSED ROADSIDE SWALE DETAIL IN DESIGN, IN PLACE OF THE BIO-RETENTION ROADSIDE SWALE DETAIL INCLUDED WITH SD.46, IS ONLY PERMITTED WHERE SPECIFICALLY ACCOUNTED FOR IN THE DEVELOPMENT CONSENT, AS A RESULT OF THE DEVELOPMENT APPLICATION HAVING INCLUDED A SITE SPECIFIC STORMWATER MANAGEMENT STRATEGY, PREPARED IN ACCORDANCE WITH THE INTEGRATED STORMWATER MANAGEMENT PROVISIONS OF THE NORTH KELLYVILLE PRECINCT DEVELOPMENT CONTROL PLAN, DEMONSTRATING THAT THE REQUIRED STORMWATER DETENTION AND WATER QUALITY TREATMENT TARGETS ARE STILL MET, THROUGH THE USE OF GRASSED ROADSIDE SWALES IN PLACE OF BIO-RETENTION ROADSIDE SWALES.
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NOTE
TYPICAL 4.0m ROAD SWALE PIT
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
JULY 2014
TYPICAL 4m WIDE ROAD SWALE PIT
SECTION 1
SECTION 2
SD.47
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FLOW
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FLOW
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OVERLAND FLOW
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FLOW
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FLOW
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LOCALLY FLATTEN SWALE BATTER AT PIT LOCATIONS
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2x 90mm HIGH LEVEL SUBSOILDRAINAGE LINES. CONNECT TO FLUSHING POINT IN PIT (CONCRETE SURROUND AND CAST IRON LID).
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600mm WIDE x 900mm CLEAR OPENING CLASS C GALV. STEEL GRATE AND FRAME TO SUIT.
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LOCALLY FLATTEN SWALE BATTER AT PIT LOCATIONS
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PROVIDE APPROVED TEMPORARY FILTER MATERIAL TO TOP OF GRATE TO PREVENT SILT INFLOW DURING CONSTRUCTION AND VEGETATION ESTABLISHMENT PERIOD.
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0.0
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0.0
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0.0
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0.0
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EDGE OF 1m WIDE TRENCH BELOW AND BASE OF SWALE
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2x 90mm HIGHLEVEL SUBSOIL DRAINAGE LINES.
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150 FALL
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+50
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-150
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+50
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-150
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150 FALL
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+50
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+50
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-150
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-150
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CONCRETE APRON
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FALL
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50
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FALL
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50
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N.T.S.
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5 TYP
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1
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5 TYP
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1
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FSL OF UPSTREAM SWALE
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CONCRETE APRON
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TG
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GL
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PROVIDE APPROVED TEMPORARY FILTER MATERIAL TO TOP OF GRATE TO PREVENT SILT INFLOW DURING CONSTRUCTION AND VEGETATION ESTABLISHMENT PERIOD.
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SWALE BATTER IN DISTANCE
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N12-200 TIE BARS
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N12-200 CTS EW CENTRALLY PLACED
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STORMWATER DRAINAGE PIPE
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BENCH FLOOR OF PIT TO SUIT PIPE
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N.T.S.
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N.T.S.
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INLET PIPE
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OUTLET PIPE
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90mm SLOTTED SUBSOILDRAINS CONNECTED TO FLUSHING POINT IN PIT.
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STEEL REINFORCEMENT NOT SHOWN FOR CLARITY
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FSL INVERT OF SWALE
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STORMWATER DRAINAGE PIPE AND SUBSOIL DRAIN CONNECTED TO PIT
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REFER TO COUNCIL DRAWING .... FOR PIT STRUCTURAL DETAILS
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HIGH LEVEL SUBSOIL DRAIN CONNECTED TO PIT
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BRING GEOTEXTILE FROM GRAVEL TRENCH UP TO PIT FACE
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PRE-CAST OR INSITU CONCRETE AS REQUIRED BY COUNCIL. "INGAL ENVIPROPOD" PIT INSERT OR APPROVED EQUIVALENT (BIO-RETENTION SWALE PITS).
TYPICAL ROAD SWALE DRIVEWAY DETAILS
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL AUG. 2018
DETAIL PLAN OF VEHICULAR FOOTPATH/SWALE CROSSING
VEHICULAR FOOTPATH/SWALE CROSSINGDETAIL CROSS SECTION OF
SD.48
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FOOTPATH
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CARRIAGEWAY
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SWALE
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BOUNDARY
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CONCRETE
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FOOTPATH
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SWALE
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CENTRELINE
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CONCRETE DISH
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REFER COUNCIL'S
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SLOTTED KERB/
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DRAWING SD.14
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MIN.
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POSSIBLE ADJOINING CROSSING
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WATER CONDUIT TO BE FINISHED TO EDGE OF FOOTPATH
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SIDE LOT BOUNDARY
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GRADE
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DESIGNATED BIN PRESENTATION AREA
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NOTE: REFER TO SITE PLAN FOR CROSSING LOCATIONS
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DRAIN.
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N.T.S.
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N.T.S.
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STORMWATER DRAINAGE PIPE
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2x 90mm AG LINES LAID INCOMPACTED MATERIAL TO CONNECT ADJOINING SWALE FILTER MATERIAL
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FOOTPATH
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SWALE
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CARRIAGEWAY
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REFER COUNCIL'S
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DRAWING SD.14
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CONCRETE
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BOUNDARY
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CROSSING TO BE CONSTRUCTED OF 125mm THICK CONCRETE (25MPa) REINFORCED WITH ONE LAYER OF F52 MESH HAVING 50mm TOP COVER. ALL JOINTING AND DOWELLING TO BE IN ACCORDANCE WITH "THE HILLS SHIRE COUNCIL'S SPECIFICATIONS".
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ALL BACKFILL BELOW DRIVE TO BE PROPERLY COMPACTED AND OF A SUITABLE MATERIAL IN ACCORDANCE WITH "THE HILLS SHIRE COUNCIL'S SPECIFICATIONS".
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DISH DRAIN
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2%-4%
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GRADE TO BE MIN. 2% MAX. 4%
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AREA TO BE TURFED
DATE:
DRAWING No.:
THE HILLS SHIRE COUNCIL
GUTTER (SKG)
SLOTTED KERB AND
KERB AND TRAY (KT)
JULY 2014
SWALE KERB DETAILS
CUT-OUT ARRANGEMENT
TYPICAL UPSTAND/
MEDIAN NOSE DETAIL
SD.49
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GAP
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FLOW
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FLOW
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FLOW
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BIO-RETENTION SWALE
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PIT (WHERE SPECIFIED ON PLANS)
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R5
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R5
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R20
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R20
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NOMINAL
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KERB LINE
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UPSTAND
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N.T.S.
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R5
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R5
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R20
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NOMINAL
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KERB LINE
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N.T.S.
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FLOW
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FLOW
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BIO-RETENTION SWALE
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GAP
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GAP
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N.T.S.
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N.T.S.
STREET TREES ARE TO BE:
· SPACED 7 - 10m APART· A MINIMUM OF 750mm FROM THE KERB.
· MIN. 3m CLEARANCE FROM DRIVEWAYS· MIN. 6m CLEARANCE FROM STREET LIGHT POLES· MIN. 2m CLEARANCE FROM STORMWATER PITS AND
OUTLETS· MIN. 9m CLEARANCE FROM ROAD CORNER/INTERSECTION· MIN. 7m FROM PEDESTRIAN CROSSINGS
FINAL LOCATION OF STREET TREES TO BE DETERMINED ONSITE AS INSTRUCTED BY COUNCIL'S REPRESENTATIVE.
LIGHT OR SIGN POLE
LOT BOUNDARY
LOT
ROAD CARRIAGEWAY
LOT BOUNDARY
LOT
LOT BOUNDARY
RO
AD
CA
RR
IAG
EW
AY
MIN 9mMIN 6m
NO
TR
EE
WIT
HIN
9m
OF
INTE
RS
EC
TIO
N
MIN 6m 7 -10m
MIN
3m
MIN
3m
DRIVEWAY
KERB & GUTTER
TOPSOIL IN PLANTING HOLE. HOLE IS TO BE 1.5TIMES BIGGER THAN THE POT SIZE.
INSTALL TWO HARDWOOD STAKES TO SUPPORTTHE TREE. INSTALL HESSIAN TIES TIED IN A FIGURE8 AND STAPLE TO STAKES.
ADJACENT CONCRETE FOOTPATH. TIMBER EDGEREQUIRED WHEN NO FOOTPATH ADJACENT.
VARIES
600
1/3
PLA
NT
HE
IGH
T
STREET TREE MINIMUM 75L POT
75mm LAYER OF MULCH PLACED CLEAR OF PLANTSTEM TO FINISH FLUSH WITH ADJACENT SURFACE
RIP STREET TREE PLANTING HOLE BASE & WALLS100mm INTO SUBGRADE
MIN 750
EXISTING SUBGRADE75
0
T
1500
VA
RIE
S
ROOT CONTROL BARRIER TOKERB SIDE OF TRENCH, 600mmDEEP, 2m LONG.
KERB FACE
HARDWOOD TIMBER STAKE &TIES AS SPECIFIED
75mm LAYER OF MULCH
TIMBER EDGE
KERB
TURF
750
1500
1500
ROOT CONTROL BARRIER TOKERB SIDE OF TRENCH, 600mmDEEP, 2m LONG.
KERB FACE
HARDWOOD TIMBER STAKE &TIES AS SPECIFIED
75mm LAYER OF MULCH
TIMBER EDGE
KERB
TURF
CONCRETE PATH
LOT
STREET TREE MINIMUM 75L POT
ROOT CONTROL BARRIERTO KERB SIDE OF TRENCH,600mm DEEP, 2m LONG.
DRIVEWAY
KERB
KE
RB
STREET TREE MINIMUM 75L POT
T
T
T
TT
TT
T
T
T
T
TT
TT
TT
T T T
DATE:
DRAWING No.:
SD.50
SEPT. 2017THE HILLS SHIRE COUNCIL
MIN
3m
100x38mm TREATED PINEOR EQUIVALENT RAIL
GALVANISED BOLTS TOFIX RAIL TO POSTS
100x100mm TREATEDPINE OR EQUIVALENTPOSTS
300m
mM
IN. 1
200m
mM
IN. 1
200m
m
1000mm
GROUND LEVEL
TREE GUARD REQUIREDWHERE THE ADJACENT LOTSARE UNDEVELOPED AND/ORTHE STREET IS LESS THAN90% DEVELOPED, OR ASINSTRUCTED BY COUNCIL'SREPRESENTATIVE
Ý
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NOT TO SCALE
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DETAILS
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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TYPICAL STREET TREE SETOUT AND
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%%UTYPICAL STREET TREE DETAIL
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%%UTYPICAL STREET TREE SETOUT PLAN
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%%UTYPICAL STREET TREE PIT PLAN - WITH PATH
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%%UTYPICAL STREET TREE PIT PLAN - NO PATH
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NOT TO SCALE
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%%UTREE GUARD
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%%UDETAIL
SD.51
DATE:
DRAWING No.:
PAVEMENT CONNECTION DETAIL
THE HILLS SHIRE COUNCIL
DEC. 2019
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EXISTING AC
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EXISTING BASE
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EXISTING SUB-BASE
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AC
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BASE
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SUB-BASE
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CRACK SEAL AT SAWCUTS
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PAVEMENT CONNECTION DETAIL
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N.T.S.
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PAVEMENT DETAILS ARE PRELIMINARY ONLY. THE PAVEMENT DESIGN, BASED ON SITE CBR TESTING, MUST BE CONFIRMED BY A SUITABLY QUALIFIED GEOTECHNICAL ENGINEER. FOR RURAL ROAD CONNECTIONS THE BASE LAYER MUST TIE IN TO EXISTING, AND THE ASPHALTIC CONCRETE OVERLAP SHOWN MUST BE REPLACED WITH A TWO COAT SEAL. MINIMUM PAVEMENT THICKNESS TO BE 300mm, CONSISTING OF 150mm THICK SUB-BASE AND 150mm THICK BASE. PAVEMENT THICKNESS IS SUBJECT TO SITE SPECIFIC PAVEMENT DESIGN PREPARED BY A SUITABLY QUALIFIED GEOTECHNICAL ENGINEER AND APPROVED BY COUNCIL'S ENGINEERS.
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1. 2. 3.
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NOTES