wollongong city council · wollongong city council engineering standard drawings table of contents...
TRANSCRIPT
WOLLONGONG CITY COUNCIL
ENGINEERING STANDARD DRAWINGS TABLE OF CONTENTS
wollongong
city of innovation
CITY OF WOLLONGONG
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DRAINAGE STRUCTURES C01 STANDARD GULLY PIT - BARRIER KERB STANDARD GULLY PIT - BARRIER KERB C02 STANDARD GULLY PIT - ROLL KERB STANDARD GULLY PIT - ROLL KERB C03 STANDARD INSPECTION PIT STANDARD INSPECTION PIT C04 LETTERBOX AND GRATED INLET PIT LETTERBOX AND GRATED INLET PIT C05 STEP IRONS FOR PITS STEP IRONS FOR PITS C06 HOUSE DRAIN CONNECTIONS HOUSE DRAIN CONNECTIONS C07 SUBSOIL DRAINAGE SUBSOIL DRAINAGE ROADS AND KERBS C10 STANDARD KERB PROFILES STANDARD KERB PROFILES C11 STANDARD KERB RAMPS STANDARD KERB RAMPS C12 STANDARD DISH CROSSING STANDARD DISH CROSSING C13 SUBSOIL DRAINAGE INSTALLATION SUBSOIL DRAINAGE INSTALLATION C14 SERVICE TRENCHES IN ROAD AND KERB RECONSTRUCTION SERVICE TRENCHES IN ROAD AND KERB RECONSTRUCTION CONCRETE C19 TYPICAL JOINTING DETAILS TYPICAL JOINTING DETAILS C20 TYPICAL JOINTING DETAILS TYPICAL JOINTING DETAILS
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CONCRETE (CONTINUED) C21 TYPICAL FOOTWAY PAVEMENT DETAILS SHEET 1 TYPICAL FOOTWAY PAVEMENT DETAILS SHEET 1 C22 TYPICAL FOOTWAY PAVEMENT DETAILS SHEET 2 TYPICAL FOOTWAY PAVEMENT DETAILS SHEET 2 C23 TYPICAL VEHICULAR CROSSING AND PEDESTRIAN RAMP DETAILS TYPICAL VEHICULAR CROSSING AND PEDESTRIAN RAMP DETAILS C24 TYPICAL CROSSING DETAILS TYPICAL CROSSING DETAILS C25 TYPICAL SERVICES LIDS IN FOOTWAYS DETAILS TYPICAL SERVICES LIDS IN FOOTWAYS DETAILS C26 TYPICAL CROSSING DETAILS - WATERFRONT TYPICAL CROSSING DETAILS - WATERFRONT ACCESS DRIVEWAYS C30 VEHICULAR CROSSING - RESIDENTIAL TYPE BARRIER KERB VEHICULAR CROSSING - RESIDENTIAL TYPE BARRIER KERB C31 VEHICULAR CROSSING - RESIDENTIAL TYPE ROLL KERB & MIN DRIVEWAY DIMENSIONS VEHICULAR CROSSING - RESIDENTIAL TYPE ROLL KERB & MIN DRIVEWAY DIMENSIONS C32 VEHICULAR CROSSING - INDUSTRIAL TYPE VEHICULAR CROSSING - INDUSTRIAL TYPE C33 MAX INTERNAL GRADING - DOMESTIC DWELLINGS MAX INTERNAL GRADING - DOMESTIC DWELLINGS C34 MAX INTERNAL GRADING - UNITS & COMMERCIAL DEVELOPMENTS MAX INTERNAL GRADING - UNITS & COMMERCIAL DEVELOPMENTS TREES ON DEVELOPMENT SITES LD01 TREE PROTECTION DETAILS TREE PROTECTION DETAILS LD02 TYPICAL FOOTPATH UNDER TREES SURFACE DETAILS TYPICAL FOOTPATH UNDER TREES SURFACE DETAILS
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ISSUE
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RELATED PLANS
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TITLE PAGE
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7000
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C00
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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%%UTABLE A
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MINIMUM SLOPE 15%
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%%UPLAN
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* WIDTH MAY VARY ACCORDING TO TYPE OF GRATE USED
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C
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-
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B
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-
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A
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-
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PRECAST KERB INLET TO BE SUPPORTED FOR FULL LENGTH
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100mm SUBSURFACE DRAINPIPE TO EXTEND 3m UPSTREAM OF PIT UNLESS PROVISION OF SUBSURFACE DRAINAGE IS SPECIFIED IN ROAD DESIGN.
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LOCATE FRAME TO ENSURE HINGED GRATES CLEAR EDGE OF LINTEL.
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OF PIPE 120mm IN FRONT OF GUTTER INVERT FOR LESS THAN 675mm
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER DETAIL 1 ON C19)
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER DETAIL 1 ON C19)
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LINTEL SYMMETRICAL ABOUT SAG PIT
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LINTEL ON ONE SIDE OF PIT
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NOMINAL SIZE (m)
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X (MIN)
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1.8
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350
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2.4
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440
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3.0
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535
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3.6
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625
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NOMINAL SIZE (m)
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X (MIN)
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1.8
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270
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2.4
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310
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3.0
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360
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3.6
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405
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PIPE SIZE
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PIPE TO INV. GUTTER
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675
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170
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750
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230
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825
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260
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900
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330
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1050
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425
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1200
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500
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1350
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580
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1500
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700
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1650
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775
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1800
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865
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INLET PIPE
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OUTLET PIPE
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*
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NOTES: 1. ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND REINFORCED WITH SL72 MESH CENTRALLY PLACED. MINIMUM COVER TO REINFORCEMENT AT PIPE PENETRATIONS ETC 50mm. 2. MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. SPECIAL MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. SPECIALDESIGN REQUIRED FOR LARGER PITS. 3. TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN REQUIRED FOR ARTERIAL ROADS, COLLECTOR ROADS AND INDUSTRIAL AREAS BY SUITABLY QUALIFIED STRUCTURAL ENGINEER. 4. GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL - GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL - WELDLOK GG50D OR SIMILAR EQUIVALENT. ENSURE GRATING PATTERN IS A BICYCLE SAFE DESIGN. 5. ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND FINISHED FLUSH WITH THE FINISHED SURFACE LEVELS. 6. STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN 1.2m (REFER STANDARD DRAWING 7000_C05). 7. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. 8. N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES ON ALL CORNERS (I.E. WALLS AND BASE). 9. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
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15mm MORTAR FILLED JOINT
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15mm MORTAR FILLED JOINT
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BACK OF KERB
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FACE OF KERB
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GUTTER INVERT
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LIP OF KERB
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BACK OF KERB
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FACE OF KERB
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GUTTER INVERT
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LIP OF KERB
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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STANDARD GULLY PIT
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UP TO 1.8m DEEP
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FOR BARRIER KERB AND GUTTER
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7000
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C01
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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PRECAST LINTEL
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JOINT
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DIRECTION OF FLOW
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JOINT
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L. DEAN
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12/19
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-
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B
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SECTION
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-
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C
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SECTION
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A
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SECTION
CITY OF WOLLONGONG
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INVERT
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GUTTER
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MINIMUM SLOPE 15%
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GUTTER
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INVERT
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*
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%%UTABLE A
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LINTEL SYMMETRICAL ABOUT SAG PIT
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LINTEL ON ONE SIDE OF PIT
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NOMINAL SIZE (m)
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X (MIN)
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1.8
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350
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2.4
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440
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3.0
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535
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3.6
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625
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NOMINAL SIZE (m)
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X (MIN)
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1.8
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270
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2.4
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310
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3.0
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360
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3.6
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405
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PIPE SIZE
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PIPE TO INV. GUTTER
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675
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170
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750
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230
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825
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260
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900
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330
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1050
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425
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1200
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500
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1350
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580
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1500
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700
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1650
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775
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1800
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865
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* WIDTH MAY VARY ACCORDING TO TYPE OF GRATE USED
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100mm SUBSURFACE DRAINPIPE TO EXTEND 3m UPSTREAM OF PIT UNLESS PROVISION OF SUBSURFACE DRAINAGE IS SPECIFIED IN ROAD DESIGN.
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MAINTAIN NEAR VERTICAL FACE TO KERB
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PRECAST ROLL KERB INLET TO BE SUPPORTED FOR FULL LENGTH
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER DETAIL 1 ON C19)
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER DETAIL 1 ON C19)
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OF PIPE 120mm IN FRONT OF GUTTER INVERT FOR LESS THAN 675mm
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LOCATE FRAME TO ENSURE HINGED GRATES CLEAR EDGE OF LINTEL.
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%%UPLAN
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C
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-
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B
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-
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NOTES: 1. ROLL KERB AND GUTTER IS NOT TO BE USED FOR NEW INSTALLATIONS. IT IS ROLL KERB AND GUTTER IS NOT TO BE USED FOR NEW INSTALLATIONS. IT IS INCLUDED IN THESE DRAWINGS FOR MAINTENANCE PURPOSES ONLY. 2. ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND REINFORCED WITH ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND REINFORCED WITH SL72 MESH CENTRALLY PLACED. MINIMUM COVER TO REINFORCEMENT AT PIPE PENETRATIONS ETC 50mm. 3. MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. SPECIAL DESIGN MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. SPECIAL DESIGNREQUIRED FOR LARGER PITS. 4. TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN REQUIRED FOR TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN REQUIRED FOR ARTERIAL ROADS, COLLECTOR ROADS AND INDUSTRIAL AREAS. 5. GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL - GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL - WELDLOK GG50D OR SIMILAR EQUIVALENT. 6. ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND FINISHED ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND FINISHED FLUSH WITH THE FINISHED SURFACE LEVELS. 7. STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN 1.2m STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN 1.2m (REFER STANDARD DRAWING 7000_C05). 8. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. 9. N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES ON N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES ON ALL CORNERS (I.E. WALLS AND BASE). 10. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
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15mm MORTAR FILLED JOINT
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15mm MORTAR FILLED JOINT
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A
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-
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LIP OF KERB
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LIP OF KERB
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BACK OF KERB
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BACK OF KERB
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INLET PIPE
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OUTLET PIPE
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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STANDARD GULLY PIT
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UP TO 1.8m DEEP
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FOR ROLL KERB AND GUTTER
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7000
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C02
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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DIRECTION OF FLOW
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-
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B
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SECTION
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C
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SECTION
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A
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SECTION
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L. DEAN
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12/19
CITY OF WOLLONGONG
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SURFACE LEVEL
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PLAN
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INLET PIPE
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OUTLET PIPE
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FLOOR TO BE BENCHED TO HALF SECTION OF PIPE
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NOTES: 1. ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND REINFORCED WITH SL72 MESH CENTRALLY PLACED. MINIMUM COVER TO REINFORCEMENT AT PIPE PENETRATIONS ETC 50mm. 2. MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm.SPECIAL DESIGN REQUIRED FOR LARGER PITS. 3. TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN REQUIRED FOR ARTERIAL ROADS, COLLECTOR ROADS AND INDUSTRIAL AREAS. 4. GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL WITH GRATE TO BE LOCKABLE. 5. ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND FINISHED FLUSH WITH THE FINISHED SURFACE LEVELS. 6. STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN 1.2m (REFER STANDARD DRAWING 7000_C05). 7. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. 8. N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES ON ALL CORNERS (I.E. WALLS AND BASE). 9. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
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B
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-
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A
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-
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SURFACE LEVEL
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100mm SUBSURFACE DRAINPIPE TO EXTEND 3m UPSTREAM OF PIT UNLESS PROVISION OF SUBSURFACE DRAINAGE IS SPECIFIED IN ROAD DESIGN.
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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STANDARD INSPECTION PIT
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FOR PIPES UP TO 750mm
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7000
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C03
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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-
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A
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SECTION
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-
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B
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SECTION
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L. DEAN
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12/19
CITY OF WOLLONGONG
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OUTLET PIPE
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INLET PIPE
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900x900mm OR EQUIVALENT GALVANISED MILD STEEL GRATE AND FRAME WITH HINGED ENTRY AND LOCK DOWN 'J' BOLT
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100mm SUBSURFACEDRAIN PIPE TO EXTEND 3.0m UPSTREAM OF PIT UNLESS PROVISION OF SUBSURFACE DRAINAGE IS SPECIFIED IN ROAD DESIGN
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SL72 MESH CENTRALLY LOCATED/ 40 TOP COVER
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B
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-
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A
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-
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SURFACE INLET PIT PLAN NOTE: GRATING OMITTED
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FLOOR TO BE BENCHED TO HALF SECTION OF PIPE
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SURCHARGE PIT COVER WITH SUPPORTS OR EQUIVALENT
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SL72 MESH CENTRALLY LOCATED
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NOTES: 1. ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND REINFORCED WITH ALL PITS TO BE CONSTRUCTED WITH 25MPa CONCRETE AND REINFORCED WITH SL72 MESH CENTRALLY PLACED. MIN COVER TO REINFORCEMENT AT PIPE PENETRATIONS ETC 50mm. 2. MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. SPECIAL DESIGN MAXIMUM PIPE SIZES 525mm AND MAXIMUM DEPTH 1800mm. SPECIAL DESIGNREQUIRED FOR LARGER PITS. 3. TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN REQUIRED FOR TO BE USED IN RESIDENTIAL STREETS ONLY. SPECIAL DESIGN REQUIRED FOR ARTERIAL ROADS, COLLECTOR ROADS AND INDUSTRIAL AREAS. 4. GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL WITH GRATE AND FRAME TO BE CLASS D HOT DIP GALVANISED MILD STEEL WITH GRATE TO BE LOCKABLE. 5. ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND FINISHED ALL FRAMES TO BE EMBEDDED INTO SURROUNDING CONCRETE AND FINISHED FLUSH WITH THE FINISHED SURFACE LEVELS. 6. STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN 1.2m STEP IRONS TO BE USED WHERE DEPTH TO INVERT IS GREATER THAN 1.2m (REFER STANDARD DRAWING 7000_C05). 7. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS. 8. N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES ON ALL N12 'L' BARS (MINIMUM 400x400mm) TO BE PLACED AT 400mm CENTRES ON ALL CORNERS (I.E. WALLS AND BASE). 9. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
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OF PIPE 120 IN FRONT OF PIPE 120 IN FRONT OF FUTURE GUTTER INVERT OF KERB
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PROVIDE 500mm WIDE CONCRETE APRON AROUND INLET PIT
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25 FALL (MIN 5%)
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25 FALL (MIN 5%)
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MAX OPENING
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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LETTERBOX AND GRATED INLET PIT
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FOR PIPES UP TO 750mm
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7000
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C04
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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-
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B
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LETTERBOX INLET PIT
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SECTION
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-
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A
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GRATED INLET PIT
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SECTION
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L. DEAN
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12/19
CITY OF WOLLONGONG
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NOTES: 1. STEP IRONS TO BE USED WHERE DEPTH OF PIT EXCEEDS 1.2m STEP IRONS TO BE USED WHERE DEPTH OF PIT EXCEEDS 1.2m 2. STEP IRONS TO BE FABRICATED FROM 20mm MILD STEEL AND HOT STEP IRONS TO BE FABRICATED FROM 20mm MILD STEEL AND HOTDIP GALVANISED - ALL BENDS TO BE FORMED AROUND 12mm PIN.3. PROPRIETARY PLASTIC ENCAPSULATED HEAVY DUTY GRADE STEP PROPRIETARY PLASTIC ENCAPSULATED HEAVY DUTY GRADE STEP IRONS ARE ALSO DEEMED SUITABLE. 4. INSTALLATION OF STEP IRONS TO BE IN ACCORDANCE WITH AS 1657 INSTALLATION OF STEP IRONS TO BE IN ACCORDANCE WITH AS 1657 5. STEP IRONS MUST BE LOCATED: STEP IRONS MUST BE LOCATED: 5.1. DIRECTLY BELOW OPENING OF COVER DIRECTLY BELOW OPENING OF COVER 5.2. DESIRABLY ON A WALL WITH NO PIPE OPENING DESIRABLY ON A WALL WITH NO PIPE OPENING 5.3. ON ONE OF THE LONG SIDES OF THE PIT ON ONE OF THE LONG SIDES OF THE PIT 6. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
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PLAN
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STEP IRON PLACEMENT DIAGRAM
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SIDE ELEVATION
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FRONT ELEVATION
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400 MAX
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400 MAX
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400 MAX
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400 MAX
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FOR STEP IRONS FABRICATION DETAILS SEE DRAWING BELOW
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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STEP IRONS FOR PITS
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7000
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C05
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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TYPICAL CONNECTION TO COUNCIL'S EXISTING DRAINAGE LINE ( 150mm PIPE CONNECTION)
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PROPERTY BOUNDARY
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DETAIL 1 - KERB ADAPTOR 150mm BARRIER KERB & GUTTER
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DETAIL 2 - KERB ADAPTOR 110mm LOW PROFILE ROLL KERB & GUTTER
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TYPICAL CONNECTION TO KERB AND GUTTER
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FRONT ELEVATION (BARRIER KERB & GUTTER)
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KERB INVERT
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TOP OF KERB
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FRONT ELEVATION (ROLL KERB & GUTTER)
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KERB INVERT
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TOP OF KERB
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CONNECTION TO KERB SECTIONAL ELEVATION
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NOTES: 1. MULTIPLE OUTLETS TO BE PLACED MULTIPLE OUTLETS TO BE PLACED WITH 300mm MINIMUM CLEAR SEPARATION BETWEEN EACH OUTLET 2. FOR NEW DEVELOPMENTS SEAL INLET FOR NEW DEVELOPMENTS SEAL INLET TO ADAPTOR 3. ALL DIMENSIONS IN MILLIMETRES ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
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ROLL KERB AND GUTTER IS NOT TO BE USED FOR NEW INSTALLATIONS. IT IS INCLUDED IN THESE DRAWINGS TO DEMONSTRATE HOUSE DRAIN CONNECTION REQUIREMENTS FOR EXISTING ROLL KERB AND GUTTER INSTALLATIONS.
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REFER TO DETAIL A OR B DEPENDING ON KERB PROFILE
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90mm EXTRA HEAVYDUTY OR 100mm SEWERGRADE PVC PIPE (MIN GRADE 1 IN 100)
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50mm COMPACTED SAND BEDDING
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'T'JUNCTION WITH CAP FOR INSPECTION AND CLEANOUT
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150mm PVC PIPE
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EXISTING COUNCIL REINFORCED CONCRETE PIPE
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CONCRETE PIPE TO BE PIERCED BY A NEAT OPENING. PIPE CONNECTION NOT TO PROTRUDE BEYOND INNER SURFACE OF EXISTING PIPE
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45° PVC BEND
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MAKE GOOD THE CONNECTION WITH 2:1 CEMENT MORTAR
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KERB WEEP HOLE - 150x50x4mm GALVANISED STEEL
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KERB ADAPTOR - ROUND ( 100mm PVC) TORECTANGULAR (1500x50mm) PVC TRANSITION COUPLING - 'TECPRO' OR EQUIVALENT
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90mm EXTRA HEAVY DUTY OR 100mm SEWER GRADE PVC PIPE -USE PVC REDUCERS AS REQUIRED
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ROLL KERB WITH HEAVY DUTY KERB ADAPTER (COLOUR TO MATCH EXISTING KERB)
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90mm EXTRA HEAVY DUTY OR 100mmSEWER GRADE PVC PIPE - USE 100mm TO 90mm PVC REDUCER TO CONNECT TO KERBADAPTOR AS REQUIRED. FIX PIPE TO ADAPTOR WITH SILICON OR SOLVENT CEMENT.
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SAWCUT
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WEEP HOLE
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SAWCUT
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2N12 BARS 40 TOP & SIDE COVER
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SCABBLE SURFACE BOTH SIDES
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SAWCUT
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SAWCUT
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SCABBLE SURFACE BOTH SIDES PRIOR TO REINSTATING CONCRETE
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KERB ADAPTOR
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1N12 BARS 40 TOP & SIDE COVER
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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DATE .........................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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HOUSE DRAIN CONNECTIONS
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7000
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C06
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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FLUSHING POINT ON LINE
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FLUSHING POINT HEAD OF LINE
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SS
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PLAN
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KERB AND GUTTER
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NOTES: 1. PROVIDE CLEANING RISERS AT 100m CENTRES, BEHIND DRAIN INSTALLED PROVIDE CLEANING RISERS AT 100m CENTRES, BEHIND DRAIN INSTALLED TO MANUFACTURERS SPECIFICATIONS. 2. PROVIDE FLUSHING POINTS AT MAX 60m CENTRES. PROVIDE FLUSHING POINTS AT MAX 60m CENTRES. 3. SELECT FILTER MATERIAL SHALL BE 10 OR 20mm DRAINAGE AGGREGATE, SELECT FILTER MATERIAL SHALL BE 10 OR 20mm DRAINAGE AGGREGATE, FULL DEPTH 20mm NO FINES CONCRETE (WITHOUT LINER) OR AS SPECIFIED BY WCC. 4. ALL FILTER MATERIAL SHALL BE GEOTEXTILE WRAPPED, NON WOVEN ALL FILTER MATERIAL SHALL BE GEOTEXTILE WRAPPED, NON WOVEN GEOTEXTILE OF STRENGTH CLASS A. 5. SUBSOIL DRAINAGE PIPE SHALL BE SLOTTED uPVC OR PERFORATED, SUBSOIL DRAINAGE PIPE SHALL BE SLOTTED uPVC OR PERFORATED, RIBBED HDPE TO AS2439.1. 6. MINIMUM LONGITUDINAL GRADES FOR PIPES SHALL BE: MINIMUM LONGITUDINAL GRADES FOR PIPES SHALL BE: 6.1. RIBBED HDPE 1.5% RIBBED HDPE 1.5% 1.5% 6.2. SLOTTED uPVC 1% SLOTTED uPVC 1% 1% 6.3. 450mm STRIP DRAIN 0.5% 450mm STRIP DRAIN 0.5% 0.5% 7. uPVC PIPE AND FITTINGS SHALL BE MIN CLASS 12. uPVC PIPE AND FITTINGS SHALL BE MIN CLASS 12. 8. TRENCH BACKFILL FILTER MEDIA IS TO BE WRAPPED WITH FILTER FABRIC TRENCH BACKFILL FILTER MEDIA IS TO BE WRAPPED WITH FILTER FABRIC BLANKET. LONGITUDINAL LAPPING OF THE FABRIC IS TO BE 500mm MINIMUM WITH THE UPSTREAM SHEET PLACED OVER DOWNSTREAM SHEET. 9. FILTER MEDIA IS TO BE MECHANICALLY COMPACTED IN LAYERS NOT FILTER MEDIA IS TO BE MECHANICALLY COMPACTED IN LAYERS NOT EXCEEDING 300mm WITH CARE TO BE TAKEN TO AVOID DAMAGE TO THE FILTER FABRIC BLANKET AND SOCK AND THE PERFORATED DRAINAGE PIPE. 10. SUBSOIL DRAINAGE PIPELINES WILL NORMALLY OUTFALL INTO A SUBSOIL DRAINAGE PIPELINES WILL NORMALLY OUTFALL INTO A STORMWATER DRAINAGE PIT. OTHER FORMS OF OUTFALL SHOULD HAVE APPROPRIATE MEASURES TAKEN TO PREVENT BLOCKAGE, EROSION AND INFESTATION OF VERMIN. 11. WHEN INSTALLING GEOTEXTILE, DO NOT ALLOW LOOSE MATERIAL FROM WHEN INSTALLING GEOTEXTILE, DO NOT ALLOW LOOSE MATERIAL FROM TRENCH WALLS OR OUTSIDE THE TRENCH TO ENTER THE EXCAVATION. KEEP ALL GEOTEXTILES CLEAN, AND SECURE THE GEOTEXTILE TO ENSURE THAT THEY ARE LOCATED AS SHOWN IN THE DRAWINGS ON COMPLETION OF BACKFILLING.
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SUBSOIL DRAINAGE PIPE
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SUBSOIL DRAINAGE PIPE
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ACCESS COUPLING WITH SCREWED END CAP
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45° BEND(SOC - SOC)
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100mm uPVC PIPE
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45° BEND(SOC - SOC)
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45° BEND(SOC - SOC)
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100mm uPVC PIPE
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45° OBLIQUE TEE(SOC - SOC)
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CAST IRON COVER WITH SS SCREW LOCK IN CONCRETE SURROUND
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FLOW
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FLOW
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SUBSOIL DRAIN SECTION
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450
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SUBGRADE LEVEL
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10 OR 20mm DRAINAGE AGGREGATE, RODDED DOWN OR FULL DEPTH 20mm OR FULL DEPTH 20mm NO FINES CONCRETE (WITHOUT LINER)
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PAVEMENT SURFACE COURSE
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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ISSUE
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWING
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SUBSOIL DRAINAGE
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7000
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C07
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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CAST IRON COVER WITH SS SCREW LOCK IN CONCRETE SURROUND
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CAST IRON COVER WITH SS SCREW LOCK IN CONCRETE SURROUND
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L. DEAN
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12/19
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100mm SLEEVED AGG DRAIN CENTRED AND SET OFF FLOOR
CITY OF WOLLONGONG
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R20
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R5
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R20
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R5
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R5
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R300
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R5
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150mm BARRIER KERB & GUTTER SCALE 1:10
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200mm BARRIER KERB & GUTTER SCALE 1:10
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LOW PROFILE (110mm) ROLL KERB & GUTTER SCALE 1:10
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TYPE SE KERB & GUTTER SCALE 1:10
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TYPE SF KERB SCALE 1:10
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R20
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R5
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150mm KERB ONLY x DEPTH VARIABLE SCALE 1:10
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150mm EDGE STRIP SCALE 1:10
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R5
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R5
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200mm EDGE STRIP SCALE 1:10
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NOTES: 1. ROAD SUB BASE SHALL EXTEND BENEATH KERBS, GUTTERS AND DISH ROAD SUB BASE SHALL EXTEND BENEATH KERBS, GUTTERS AND DISH CROSSINGS 150mm BEHIND REAR OF KERB, MINIMUM DEPTH OF 175mm AND SUBJECT TO SUB-SOIL DRAINAGE REQUIREMENTS. 2. CONCRETE SHALL BE OF 20 MPa COMPRESSIVE STRENGTH (F'c) AT 28 CONCRETE SHALL BE OF 20 MPa COMPRESSIVE STRENGTH (F'c) AT 28 DAYS FOR KERB AND GUTTERS, DISH CROSSINGS, MISCELLANEOUS KERBS AND EDGE STRIPS 3. CONDUIT LOCATIONS SHALL BE MARKED ON KERB WITH AN APPROVED CONDUIT LOCATIONS SHALL BE MARKED ON KERB WITH AN APPROVED TOOL OR AS OTHERWISE DIRECTED 4. REFER TO SHEET C12 FOR DISH CROSSING KERB DETAILS REFER TO SHEET C12 FOR DISH CROSSING KERB DETAILS 5. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
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ROAD SURFACE
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R5
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R5
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R5
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R5
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NOMINAL FACE OF KERB
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NOMINAL FACE OF KERB
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NOMINAL FACE OF KERB
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NOMINAL FACE OF KERB
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R20
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R2
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R2
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ISSUE
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DATE
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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STANDARD KERB PROFILES
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7000
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C10
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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LANDING
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LANDING
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FACE OF KERB
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LIP LINE
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ISOLATION JOINTS
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SHARP TRANSITION AT CHANGE OF GRADE DEFINED BY ISOLATION JOINTS
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FOOTPATH
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PLAN
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SCALE 1:50
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A
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-
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B
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-
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BACK OF KERB
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CONSTRUCT TOOLED JOINT
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LANDING 1500 MINIMUM FROM TOP OF RAMP TO ANY OBSTRUCTION
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FOOTWAY CROSSFALL
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SHARP TRANSITION
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SL82 MESH 40 COVER TO TOP
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SCALE 1:20
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-
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A
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SECTION
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COVE FINISH
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ISOLATION JOINT
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RAMP GRADIENT 1:8 MAXIMUM
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40mm NOM. 55mm MAX. (REFER NOTE 10)
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TOP OF KERB
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RAMP
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ISOLATION JOINT
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ISOLATION JOINT
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SCALE 1:50
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-
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B
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SECTION
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KERB RAMPS FOR ACUTE/OBTUSE INTERSECTION
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NTS
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LINE OF TRAVEL
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1. ALL KERB RAMPS ARE TO BE CONSTRUCTED IN CONCRETE (MINIMUM ALL KERB RAMPS ARE TO BE CONSTRUCTED IN CONCRETE (MINIMUM 25 MPa) OF A CONTRASTING COLOUR TO ADJACENT PAVEMEN - IF FOOTPATH IS BRICK PAVING, OR COLOURED CONCRETE THE RAMP SHALL BE PLAIN CONCRETE. - IF FOOTPATH IS PLAIN CONCRETE, THE RAMP SHALL BE COLOURED (SAHARA) YELLOW. NOTE: THE GUTTER SECTION OF KERB RAMP IS TO REMAIN PLAIN CONCRETE AND IS NOT TO BE COLOURED UNDER ANY CIRCUMSTANCES. 2. ALL KERB RAMPS ARE TO BE ALIGNED WITH THE DIRECTION OF ALL KERB RAMPS ARE TO BE ALIGNED WITH THE DIRECTION OF PEDESTRIAN TRAVEL. THE TOP OF RAMP SHALL BE CONSTRUCTED PARALLEL TO THE KERB LINE. 3. THE RAMP SHALL BE DEFINED BY SHARP TRANSITION THE RAMP SHALL BE DEFINED BY SHARP TRANSITION JOINTS/CHANGES IN GRADE THAT WILL DIRECT PEDESTRIANS ALONG THE LINE OF THE CROSSING TOWARDS THE RAMP ON THE OPPOSITE KERB. THE CHANGE IN GRADE BETWEEN THE WINGS AND RAMP SHALL BE DEFINED BY A TOOLED JOINT ONLY. 4. FOR RAMPS AT MARKED FOOT CROSSINGS, ZEBRA CROSSINGS AND FOR RAMPS AT MARKED FOOT CROSSINGS, ZEBRA CROSSINGS AND OTHER FORMAL CROSSING TYPES REFER TO ROADS AND MARITIME SERVICES 'TRAFFIC SIGNAL DESIGN GUIDE - APPENDIX D' FOR GUIDANCE ON RAMP PLACEMENT. 5. ISOLATION JOINTS TO BE PROVIDED WHERE ENDS OF KERB RAMP ISOLATION JOINTS TO BE PROVIDED WHERE ENDS OF KERB RAMP ABUTS KERB AND GUTTER OR FOOTPATH. 6. SEPARATE KERB RAMPS MUST BE USED FOR ADJACENT CROSSINGS SEPARATE KERB RAMPS MUST BE USED FOR ADJACENT CROSSINGS AT INTERSECTIONS. MINIMUM SEPARATION 400MM (SEE ADJACENT CROSSINGS DETAIL). WHERE ROAD GEOMETRY OR OTHER OBSTRUCTIONS PRECLUDE TWO RAMPS BEING CONSTRUCTED ADJACENT TO EACH OTHER, THE WIDTH OF RAMP WINGS AT THE KERB FACE MAY BE REDUCED. (ABSOLUTE MINIMUM WIDTH OF RAMP WING 600MM.) 8. FOR DETAILS OF KERB AND GUTTER PROFILES REFER TO 7000_C10 FOR DETAILS OF KERB AND GUTTER PROFILES REFER TO 7000_C10 9. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN 10. WHERE SLOPE OF EXISTING GUTTER IS GREATER THAN 1 in 8, WHERE SLOPE OF EXISTING GUTTER IS GREATER THAN 1 in 8, UNEVEN OR CRACKED THE GUTTER MUST BE REMOVED AND RECONSTRUCTED
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NOTES:
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MINIMUM SEPARATION 400 (1000 AT SIGNALISED INTERSECTIONS)
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ADJACENT CROSSINGS
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NOTE: LENGTH OF KERB RAMP MAY BE VARIED TO SUIT SITE CONDITIONS MINIMUM 1200mm
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LINE OF TRAVEL
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LINE OF TRAVEL
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ISSUE
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RELATED PLANS
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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STANDARD KERB RAMPS
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FOR 150mm BARRIER KERB
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7000
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C11
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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DOWEL RODS
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER DETAIL A ON C20)
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DOWELLED JOINT DETAIL SCALE 1:20
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DOWELS TO BE 12mm DIA x 1000 LONG HDG. BARS WITH 500 LAP FIXED TO FABRIC ONE END, OTHER END TO BE ILED/BITUMEN PAINTED AND CAPPED AS PER DETAIL A ON C20
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B
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-
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INVERT
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R0.6
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R1.50
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- GUTTER TO BE 150 THICK REINFORCED WITH SL82 MESH AND FORMED INTEGRAL WITH KERB. - CONCRETE STRENGTH TO BE 32MPa
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PLAN
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SCALE 1:100
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER TO DETAIL A ON C19)
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SHAPE TO AVOID PONDING
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DOWELLED JOINT (SEE DETAILS BELOW)
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EXPANSION JOINT OF APPROVED MATERIAL 10mm THICK (REFER TO DETAIL A ON C19)
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LONGITUDINAL FALL OF ROAD
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A
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-
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FALL
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CONTINUOUS INVERT 40 BELOW LIP
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REFER TO NOTES BELOW
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REFER TO NOTES BELOW
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SL82 MESH
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SECTION
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SCALE 1:10
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B
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-
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DOWEL ROD
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R5
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R5
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R5
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SL82 MESH 60 FROM BOTTOM
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R5
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SECTION
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SCALE 1:10
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A
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-
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1.ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
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%%UNOTES:
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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STANDARD DISH CROSSING
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7000
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C12
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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100mm SLEEVED AGG DRAIN, CENTRED AND SET OFF FLOOR
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PROFILER MILLING DEPTH OVER DRAIN 150mm DEPTH
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GEOFABRIC TRENCH LINER Bldim A34 TX 160 OR EQUIVALENT
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GEOFABRIC TRENCH LINER Bldim A34 TX 160 OR EQUIVALENT
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100mm SLEEVED AGG DRAIN CENTRED AND SET OFF FLOOR
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100mm SLEEVED AGG DRAIN, CENTRED AND SET OFF FLOOR
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100mm SLEEVED AGG DRAIN CENTRED AND SET OFF FLOOR
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SUB SOILS DRAINAGE INSTALLATION AHEAD OF PAVEMENT RECONSTRUCTION SCALE 1:20
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SUB SOIL DRAINAGE INSTALLATION UNDER NEW K&G SCALE 1:20
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SUB SOIL DRAINAGE IN-ROAD DETAIL FOR EXISTING K&G SCALE 1:20
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SUB SOIL DRAINAGE IN-ROAD DETAIL FOR EXISTING K&G SCALE 1:20
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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SUBSOIL DRAINAGE
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INSTALLATION
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7000
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C13
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A
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TR-452
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AS NOTED
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AHD
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MGA
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T.POLLOCK
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K.BOGIE
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S.NAUMOSKI
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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T.P.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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SERVICE
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SAW CUT
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SERVICE
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EXISTING ROAD BASE
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EXISTING ROAD BASE
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SAWCUT OR PROFILE MILL EDGE
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SAWCUT OR PROFILE MILL EDGE
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SAW CUT
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PERMANENT REINSTATEMENT SCALE 1:20
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TYPICAL ROAD PAVEMENT FOR NEW 200 KERB SECTION SCALE 1:20
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TEMPORARY REINSTATEMENT SCALE 1:20
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TYPICAL ROAD PAVEMENT FOR NEW 150 KERB SECTION SCALE 1:20
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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SERVICE TRENCHES IN ROAD AND
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KERB RECONSTRUCTION
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7000
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C14
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A
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TR-452
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AS NOTED
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AHD
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MGA
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T.POLLOCK
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K.BOGIE
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S.NAUMOSKI
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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T.P
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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ISOLATION JOINT - 'IJ' DETAIL SCALE 1:20
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REFER TO DETAIL 3
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ABUTTING STRUCTURE OR OTHER PAVEMENT
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HEIGHT TO ALLOW CLEARANCE TO WEEP HOLES, FLASHING, DAMP-PROOF COURSE, TERMITE BARRIERS ETC
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REFER TO SLAB AND REINFORCEMENT DETAILS TABLE
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N25 CONCRETE WITH NON-SLIP FINISH
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TYPICAL SLAB DETAIL SCALE N.T.S.
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NOTES: 1. SAWN/TOOLED JOINTS TO BE PLACED PLACED SAWN/TOOLED JOINTS TO BE PLACED PLACED LATERALLY AT INTERVALS NOT EXCEEDING 1 X PATH WIDTH (MAX 4m) 2. EXPANSION JOINTS TO BE PLACED LATERALLY EXPANSION JOINTS TO BE PLACED LATERALLY AT INTERVALS NOT EXCEEDING 3 X PATH WIDTH (MAX 12m) 3. ALL DIMENSIONS IN MILLIMETRES UNLESS ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
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900
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900
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SJ2
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SJ2
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SJ2
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SJ1
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SJ2
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SJ2
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SJ1
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SJ2
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TYPICAL DECORATIVE JOINT LAYOUT SCALE 1:100
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REFER TO SHEET C20 FOR SJ1 AND SJ2 DETAILS
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SLAB + REINFORCEMENT DETAILS
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TYPE
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D(mm)
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B(mm)
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REINFORCEMENT
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BASE COURSE MATERIAL
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FOOTPATH/ SHARED PATH/ CYCLEWAY
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100
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25
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SL72 MESH
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FCR
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DOMESTIC DRIVEWAY
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150
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75
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SL82 MESH
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FCR/DGB20
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LIGHT INDUSTRIAL/ UNIT BLOCK
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175
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100
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SL82 MESH
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DGB20
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HEAVY INDUSTRIAL
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200
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150
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SL92 MESH
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DGB20
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NOTES: - CONCRETE STRENGTH TO BE 25MPa MINIMUM - TOP COVER TO BE 40mm MINIMUM - ALSO REFER AS3600
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TYPICAL TOOLED JOINT (TJ) DETAIL
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SCALE N.T.S.
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6mm WIDE BY MIN D/3 TOOLED GROOVE
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DETAIL 1 - EJ1/IJ1 SEALANT DETAIL SCALE N.T.S.
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PROVIDE SUITABLE POLYURETHANE BASED ELASTOMERIC SEALANT - REMOVE TEAR OFF STRIP PRIOR TO APPLYING SEALANT
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ABELFLEX OR HYDROCOR SELF-EXPANDING FILLER
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BOND BREAKING TAPE
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POURED 1ST
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POURED 2ND
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TYPICAL EXPANSION JOINT (EJ1)
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NOTE: ALTERNATIVE PROPRIETARY SYSTEMS SUCH AS DANLEY DOWELS WILL BE CONSIDERED, SUBJECT TO APPROVAL.
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10mm GAP, ABELFLEX OR EQUIVALENT + SUITABLE POLYURETHANE BASED ELASTOMERIC SEALANT (REFER TO DETAIL 1 BELOW)
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R16 x 500mm LONG HDG DOWELS AT 400 CENTRES, CAST INTO FIRST POUR AT MID SLAB. BITUMEN PAINT AND PROVIDE PLASTIC COVER TO SECOND POUR (R20 FOR INDUSTRIAL LOADING)
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SCALE N.T.S.
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL JOINTING DETAILS
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DETAILS SHEET 1
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7000
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C19
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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J. GRIFFITHS
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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TYPICAL SAWN JOINT (SJ1) DETAIL
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SCALE N.T.S.
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ALTERNATIVELY PROVIDE TOOLED JOINT
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TYPICAL SAWN JOINT (SJ2) DETAIL
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(DECORATIVE)
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TYPICAL EXPANSION KEY JOINT (KJ1) DETAIL
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REFER TO DETAIL 1 BELOW
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VAPOURPROOF MEMBRANE OVER SAND BLINDING
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DRAPE MESH, CUT EVERY 2ND LONGITUDINAL BAR AT JOINT LOCATION
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6mm WIDE x 10mm DEEP GROOVE
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CONNOLLY KEY JOINT OR APPROVED EQUIVALENT
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POURED 1ST
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POURED 2ND
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CONNOLLY COLOURED COVER STRIP OR APPROVED EQUIVALENT (BACKING ROD AND SUITABLE POLYURETHANE BASED ELASTOMERIC SEALANT) (REFER TO DETAIL 1 BELOW)
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DETAIL 1 - SJ1/KJ1 SEALANT DETAIL
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6mm WIDE BY MIN D/3 DEEP GROOVE RULED AT TIME OF POURING SLAB OR SAWN WITHIN 4-12 HOURS. PROVIDE SUITABLE POLYURETHANE BASED ELASTOMERIC SEALANT - REMOVE TEAR OFF STRIP PRIOR TO APPLYING SEALANT
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BACKING ROD
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SCALE N.T.S.
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SCALE N.T.S.
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SCALE N.T.S.
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1.ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
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%%UNOTES:
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL JOINTING DETAILS
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DETAILS SHEET 2
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7000
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C20
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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J. GRIFFITHS
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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BUILDING OR PROPERTY LINE
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FOOTWAY PAVEMENTS - CORE AND CIVIC STREETS SCALE: N.T.S.
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PAVEMENT: MAIN BODY OF PAVEMENT TO BE 'BASALT DARK' BY WILMID PTY LTD (OR APPROVED EQUIVALENT) DARK GREY BASALT WITH AN EXFOLIATED FINISH, 600x300x40mm, LAY PERPENDICULAR TO KERB. SAMPLES TO BE APPROVED BY WCC PRIOR TO CONSTRUCTION. SEALANT: PENETRATING SEALER 'SPIRIT NATURAL PAVING SEALER' BY SPIRIT MARBLE AND TILE CARE PTY LTD (OR APPROVED EQUIVALENT). STRUCTURAL DESIGN REQUIREMENTS: SUBBASE 25mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY 25mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY BASE 100mm THICK 7MPa MASS CONCRETE 100mm THICK 7MPa MASS CONCRETE PAVEMENT 600x300x40mm BASALT PAVING TILES ON 20mm MORTAR BED, GROUT 600x300x40mm BASALT PAVING TILES ON 20mm MORTAR BED, GROUT FILLED 3mm MAXIMUM JOINTS JOINT ISOLATION ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL WITH CAULKING MATERIAL SIKAFLEX PRO OR APPROVED EQUAL, COLOUR: CONCRETE GREY, REFER TO 'IJ' DETAIL C19 TREE PIT REQUIREMENTS: TREE GRATE: DURAPLATE PASEO BY CITYGREEN, 1200mm x 1200mm WITH INTEGRATED WATERING INLET MODEL No.RRPREC-ALU OR APPROVED EQUIVALENT TREE GUARD: CONISTON BY CITYGREEN, 1800mm HIGH x 600mm DIAMETER OR APPROVED EQUIVALENT
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PAVEMENT: STRATAPAVE BY ADBRI MASONRY PTY LTD (OR APPROVED EQUIVALENT), COLOUR: EBONY BASALT (DARK GREY), HONED FINISH, 300x300x50mm. SAMPLES TO BE APPROVED BY WCC PRIOR TO CONSTRUCTION. SEALANT: PENETRATING SEALER 'SPIRIT NATURAL PAVING SEALER' BY SPIRIT MARBLE AND TILE CARE PTY LTD (OR APPROVED EQUIVALENT). STRUCTURAL DESIGN REQUIREMENTS: SUBBASE 25mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY 25mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY BASE 100mm THICK 7MPa MASS CONCRETE 100mm THICK 7MPa MASS CONCRETE PAVEMENT 300x300x40mm UNIT PAVER ON 30mm BEDDING SAND 3mm, 300x300x40mm UNIT PAVER ON 30mm BEDDING SAND 3mm, GROUT FILLED 3mm MAXIMUM JOINTS JOINT ISOLATION ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL WITH CAULKING MATERIAL SIKAFLEX PRO (OR APPROVED EQUAL), COLOUR: CONCRETE GREY, REFER TO 'IJ' C19 TREE PIT REQUIREMENTS: TREE GRATE: DURAPLATE PASEO BY CITYGREEN, 1200mm x 1200mm WITH INTEGRATED WATERING INLET MODEL No.RRPREC-ALU OR APPROVED EQUIVALENT TREE GUARD: CONISTON BY CITYGREEN, 1800mm HIGH x 600mm DIAMETER OR APPROVED EQUIVALENT
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LINE OF LINK CHANNEL (STRUCTURAL SOIL TRENCH) UNDER PAVEMENT. NOTE: TERMINATE LINK CHANNEL TERMINATE LINK CHANNEL WHERE KERB RETURNS ARE NECESSARY FOR PARKING BAYS
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REFER WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR TREE REQUIREMENTS
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GUTTER
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KERB
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BUILDING OR PROPERTY LINE
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GUTTER
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KERB
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LINE OF LINK CHANNEL UNDER PAVEMENT NOTE: TERMINATE LINK CHANNEL WHERE TERMINATE LINK CHANNEL WHERE KERB RETURNS ARE NECESSARY FOR PARKING BAYS OR VEHICLE CROSSINGS
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REFER WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR TREE REQUIREMENTS
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FOOTWAY PAVEMENTS - CITY ENTRY AND MINOR CIVIC STREETS SCALE: N.T.S.
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NOTES: 1. REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER DETAIL RELATING TO CONSTRUCTION IN THE WOLLONGONG CITY CENTRE 2. ALL DIMENSIONS IN MILLEMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS IN MILLEMETRES UNLESS OTHERWISE SHOWN
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ISSUE
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FIELD BOOK
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DESCRIPTION
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL FOOTPATH PAVEMENT
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DETAILS SHEET 1
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7000
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C21
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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PAVEMENT: QUARTZ/BLUE METAL AGGREGATE CONCRETE WITH A HONED FINISH TO WCC APPROVED METHOD (SEE BELOW). ADJACENT TO COMMERCIAL SITES AND NODAL AREAS, PAVEMENT IS TO BE EXPOSED AGGREGATE CONCRETE TO WCC APPROVED METHOD (SEE BELOW). ON GRADED OR ELEVATED PATHWAYS, PAVEMENT IS TO BE 300x300x40mm ALBANY GREY 'SHOTBLAST' FINISH BY URBANSTONE (OR APPROVED EQUIVALENT). HEADER COURSE TO BE 300x300x60mm GOLDEN GUNMETAL 'MILLED' FINISH URBANSTONE (OR APPROVED EQUIVALENT). SAMPLES TO BE APPROVED BY WCC PRIOR TO CONSTRUCTION. SEALANT: PENETRATING SEALER 'SPIRIT PREMIUM SEAL' BY SPIRIT MARBLE AND TILE CARE PTY LTD (OR APPROVED EQUIVALENT). STRUCTURAL DESIGN REQUIREMENTS: SUBBASE B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY PAVEMENT HONED CONCRETE/EXPOSED AGGREGATE AS DIRECTED BY WCC. HONED CONCRETE/EXPOSED AGGREGATE AS DIRECTED BY WCC. D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH. CONCRETE MIX: 1300Kg ROCK/CUBIC METRE 25% BLUE METAL 10mm 25% BLUE METAL 20mm 50% QUARTZ 10mm HEADER 300x300x40mm CONCRETE UNIT PAVER 300x300x40mm CONCRETE UNIT PAVER COURSE JOINTING EXPANSION - ADJACENT TO PERPENDICULAR BANDS (7m CENTRES) EXPANSION - ADJACENT TO PERPENDICULAR BANDS (7m CENTRES) (REFER TO C19 &C 20 CONTRACTION - SAWCUT HALF WAY BETWEEN PERPENDICULAR BANDS FOR JOINT DETAILS) ISOLATION - ABUTTING KERBS, PITS AND BUILDING ADELFLEX OR APPROVED EQUAL ISOLATION - ABUTTING KERBS, PITS AND BUILDING ADELFLEX OR APPROVED EQUAL WITH CAULKING MATERIAL SIKAFLEX PRO OR APPROVED EQUAL, COLOUR: CONCRETE GREY RE ENTRANT CORNERS TRIMMING -2 x N12 TRIMMER BARS MIN. 800mm LENGTH AT ALL DIAGONAL CORNERS
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CONCRETE PAVING UNIT TREE PIT SURROUND: STRATAPAVE BY ADBRI MASONRY PTY LTD (OR APPROVED EQUIVALENT), COLOUR: EBONY BASALT (DARK GREY), HONED FINISH, 300x300x50mm ON 150x350mm CONCRETE FOOTING. SAMPLES TO BE APPROVED BY WCC PRIOR TO CONSTRUCTION. CONCRETE FOOTPATH: 1500mm WIDE, BLACK OXIDE COLOURED CONCRETE, EXPOSED BLUE METAL AGGREGATE FINISH, UNLESS OTHERWISE DIRECTED BY WCC. STRUCTURAL DESIGN REQUIREMENTS: SUBBASE B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY PAVEMENT EXPOSED AGGREATE EXPOSED AGGREATE EXPOSED AGGREATE D mm THICK N25 CONCRETE REINFORCED WITH SL72 MESH. 24Kg/CUBIC METRE CONCRETE COLOUR SYSTEM (CCS) 'OBSIDIAN' OR 'STALLION' (OR APPROVED EQUIVALENT) BLACK OXIDE JOINTING EXPANSION - EVERY 4.5m EXPANSION - EVERY 4.5m (REFER TO C19 & C20 EXPANSION JOINT EVERY 18m, KEY JOINTS EVERY 6m AND TOOLED JOINTS EVERY 2m FOR JOINT DETAILS) ABUTTING PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL WITH SIKAFLEX OR ABUTTING PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL WITH SIKAFLEX OR APPROVED EQUAL TO MATCH CONCRETE COLOUR RE ENTRANT CORNERS TRIMMING -2 x N12 TRIMMER BARS MIN. 800mm LENGTH AT ALL DIAGONAL CORNERS
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FOOTWAY PAVEMENTS - WATERFRONT SCALE: N.T.S.
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600mm DEPTH ROOT BARRIER PLACED PARALLEL TO KERB AND FOOTPATH IN PLANTING HOLE
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FOOTWAY PAVEMENTS - MIXED USE/RESIDENTIAL SCALE: N.T.S.
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REFER WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR TREE REQUIREMENTS
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GUTTER
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KERB
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BUILDING OR PROPERTY LINE
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GUTTER
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BUILDING OR PROPERTY LINE
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NOTES: 1. REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER DETAIL RELATING TO CONSTRUCTION IN THE WOLLONGONG CITY CENTRE 2. REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR DIMENSIONS AND REINFORCEMENT 3. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
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KERB
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL FOOTPATH PAVEMENT
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DETAILS SHEET 2
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7000
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C22
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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PAVEMENT: VEHICLE CROSSING: MAIN BODY OF PAVEMENT TO BE 'BASALT DARK' BY WILMID PTY LTD (OR APPROVED EQUIVALENT) DARK GREY BASALT WITH AN EXFOLIATED FINISH, 300x300x60mm, LAY PERPENDICULAR TO KERB, MAXIMUM CROSSFALL 2.5%. PEDESTRIAN RAMP: MAIN BODY OF PAVEMENT TO BE 'BASALT DARK' BY WILMID PTY LTD (OR APPROVED EQUIVALENT) DARK GREY BASALT WITH AN EXFOLIATED FINISH, 300x600x40mm. PAVING BAND TO EDGE OF KERB RAMP 150x600x40mm. SAMPLES TO BE APPROVED BY WCC PRIOR TO CONSTRUCTION. SEALANT: PENETRATING SEALER 'NATURAL PAVING SEALER' BY SPIRIT MARBLE AND TILE CARE PTY LTD (OR APPROVED EQUIVALENT). STRUCTURAL REQUIREMENTS DRIVEWAY: SUBBASE B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY BASE D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH PAVEMENT 300x300x60mm BASALT PAVING TILES ON 20mm MORTAR 300x300x60mm BASALT PAVING TILES ON 20mm MORTAR BED, GROUT FILLED 3mm MAXIMUM GAPS STRUCTURAL REQUIREMENTS KERB RAMP: SUBBASE Bmm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY Bmm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY BASE Dmm THICK N25 CONCRETE REINFORCED WITH SL82 MESH Dmm THICK N25 CONCRETE REINFORCED WITH SL82 MESH PAVEMENT 600x300x40mm BASALT PAVING TILES ON 20mm MORTAR BED, GROUT 600x300x40mm BASALT PAVING TILES ON 20mm MORTAR BED, GROUT FILLED 3mm MAXIMUM GAPS JOINTING WHERE EXPANSION JOINTS ARE EXPRESSED TO THE SURFACE OR WHERE EXPANSION JOINTS ARE EXPRESSED TO THE SURFACE OR ABUTTING KERBS AND PITS ISLOATION/ ABIFLEX OR APPROVED EQUAL WITH CAULKING MATERIAL SIKAFLEX ABIFLEX OR APPROVED EQUAL WITH CAULKING MATERIAL SIKAFLEX EXPANSION PRO OR APPROVED EQUAL PRO OR APPROVED EQUAL COLOUR: CONCRETE GREY
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KERB RAMP PLAN
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BUILDING OR PROPERTY LINE
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GUTTER
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KERB
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GUTTER
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KERB
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EXTENT OF 230MM THICK REINFORCED SLAB
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NOTES: 1. REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER DETAIL RELATING TO CONSTRUCTION IN THE WOLLONGONG CITY CENTRE 2. GREY SHADING INDICATES EXTENT OF 60mm THICK PAVING UNITS GREY SHADING INDICATES EXTENT OF 60mm THICK PAVING UNITS 3. REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR DIMENSIONS AND REINFORCEMENT 4. REFER TO C11 FOR KERB RAMP DETAILSREFER TO C11 FOR KERB RAMP DETAILS
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VEHICULAR CROSSING PLAN
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CROSSING - CORE AND CIVIC SCALE: N.T.S.
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EXTENT OF 230MM THICK REINFORCED SLAB
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TOOL JOINT TO DEFINE WINGS
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TOOL JOINT TO DEFINE AND INDICATE DIRECTION OF TRAVEL
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TOOL JOINT TO DEFINE WINGS
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ISSUE
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DATE
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DATE
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DATE
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DATE
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYICAL VEHICULAR CROSSING AND
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PEDESTRIAN RAMP DETAILS
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7000
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C23
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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BUILDING OR PROPERTY LINE
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CROSSING-MIXED USE/RESIDENTIAL SCALE: N.T.S.
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BUILDING OR PROPERTY LINE
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GUTTER
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KERB
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CROSSING- CITY ENTRY AND MINOR CIVIC STREETS SCALE: N.T.S.
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GUTTER
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KERB
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PAVEMENT: DRIVEWAY PAVEMENT TO BE 'TRUPAVE' BY ADBRI MASONRY PTY LTD (OR APPROVED EQUIVALENT) COLOUR: CHARCOAL, HONED, 230x113x80mm PAVING UNITS IN A HERRINGBONE PATTERN SAMPLES TO BE APPROVED BY WCC PRIOR TO CONSTRUCTION. SEALANT: PENETRATING SEALER 'UNI SEAL' BY SPIRIT MARBLE AND TILE CARE PTY LTD (OR APPROVED EQUIVALENT). STRUCTURAL REQUIREMENTS: SUBBASE B mm DGB20 COMPACTED TO 98% MODIFIED MAXIMUM DRY DENSITY B mm DGB20 COMPACTED TO 98% MODIFIED MAXIMUM DRY DENSITY BASE D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH DRIVEWAY 230x113x80mm CONCRETE UNIT PAVER - HERRINGBONE PATTERN AT 90 DEGREES 230x113x80mm CONCRETE UNIT PAVER - HERRINGBONE PATTERN AT 90 DEGREES TO KERB, ON 30mm BEDDING SAND JOINTING ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL WITH ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL WITH SIKAFLEX OR APPROVED ISOLATION EQUIVALENT TO MATCH PAVER COLOUREQUIVALENT TO MATCH PAVER COLOUR
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CONCRETE PAVEMENT: BLACK OXIDE COLOURED CONCRETE, EXPOSED BLUE METAL AGGREGATE FINISH, UNLESS OTHERWISE DIRECTED BY WCC. STRUCTURAL REQUIREMENTS: SUBBASE B mm DGB20 COMPACTED TO 98% MODIFIED MAXIMUM DRY DENSITY B mm DGB20 COMPACTED TO 98% MODIFIED MAXIMUM DRY DENSITY BASE D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH DRIVEWAY OXIDE COLOURED EXPOSED AGGREGATE CONCRETE TO MATCH ADJACENT FOOTPATH OXIDE COLOURED EXPOSED AGGREGATE CONCRETE TO MATCH ADJACENT FOOTPATH JOINTING ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL ABUTTING KERBS, PITS AND BUILDINGS, ABELFLEX OR APPROVED EQUAL ISOLATION WITH SIKAFLEX OR APPROVED EQUAL TO MATCH CONCRETE COLOURWITH SIKAFLEX OR APPROVED EQUAL TO MATCH CONCRETE COLOUR
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NOTES: 1. REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER DETAIL RELATING TO CONSTRUCTION IN THE WOLLONGONG CITY CENTRE 2. REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR DIMENSIONS AND REINFORCEMENT
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EXTENT OF 230mm THICK REINFORCED SLAB
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EXTENT OF 230mm THICK REINFORCED SLAB
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EXTENT OF 230MM THICK REINFORCED SLAB
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EXTENT OF 230MM THICK REINFORCED SLAB
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TOOL JOINT TO DEFINE WINGS
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TOOL JOINT TO DEFINE WINGS
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TOOL JOINT TO DEFINE WINGS
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TOOL JOINT TO DEFINE WINGS
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ISSUE
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RELATED PLANS
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL CROSSING DETAILS
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7000
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C24
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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MIN OPENING AS
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SECTION
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SERVICES LIDS IN FOOTWAYS CORE, CIVIC, CITY ENTRY AND MINOR CIVIC STREETS SCALE: NTS
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PLAN
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WHERE POSSIBLE REALIGN EXISTING PIT COVER TO MATCH NEW PAVING PATTERN. MAXIMUM REALIGNMENT TO BE 10°. OBTAIN APPROVAL FROMRELEVANT AUTHORITY FOR COVER REALIGNMENT
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75mm STAINLESS STEEL DISK EPOXY FIXED TO PAVERS. ENGRAVE SURFACE SYMBOL TO DETAIL
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PROVIDE A 10mm ISOLATION JOINT AROUND PERIMETER OF METAL FRAME. SEAL WITH POLYURETHANE BASED ELASTOMERIC SEALANT AS PER DETAIL 3 SHEET C19
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PROVIDE A 10mm ISOLATION JOINT AROUND PERIMETER OF METAL FRAME. SEAL WITH POLYURETHANE BASED ELASTOMERIC SEALANT AS PER DETAIL 3 SHEET C19
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STAINLESS STEEL FRAME PIT COVER TO MANUFACTURERS DETAILS & APPROVED BY RELEVANT AUTHORITY
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PAVING UNITS EPOXY FIXED TO METAL LID, SURFACE OF PIT LID PAVING AND TOP EDGE OF PIT LID FRAME TO ALIGN WITH ADJACENT PAVERS
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NOTES: 1. REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER DETAIL RELATING TO CONSTRUCTION IN THE WOLLONGONG CITY CENTRE 2. REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR DIMENSIONS AND REINFORCEMENT 3. REFER TO C11 FOR KERB RAMP DETAILSREFER TO C11 FOR KERB RAMP DETAILS
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL SERVICE LIDS IN
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FOOTWAY DETAILS
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7000
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C25
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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PAVEMENT: MAIN BODY OF PAVEMENT IS TO BE QUARTZ/BLUE METAL AGGREGATE CONCRETE WITH A HONED FINISH TO WCC APPROVED METHOD (SEE BELOW). ADJACENT TO COMMERCIAL SITES AND NODAL AREAS, BODY OF PAVEMENT IS TO BE EXPOSED AGGREGATE CONCRETE MIX AS SPECIFIED BY WCC (SEE BELOW). ON GRADED OR ELEVATED PATHS, THE MAIN BODY OF PAVEMENT IS TO BE URBANSTONE (OR APPROVED EQUAL) 300 X 300 X 60mm ALBANY GREY, SHOTBLAST FINISH. HEADER COURSE TO BE URBANSTONE (OR APPROVED EQUAL) 300 X 300 X 60mm GOLDEN GUNMETAL MILLED FINISH. SAMPLES TO BE APPROVED BY WCC MANAGER PROJECT DELIVERY PRIOR TO CONSTRUCTION. SEALANT: PENETRATING SEALER 'SPIRIT PREMIUM SEAL' BY SPIRIT MARBLE AND TILE CARE PTY LTD (OR APPROVED EQUIVALENT). STRUCTURAL DESIGN REQUIREMENTS: SUBBASE B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY B mm DGB20 COMPACTED TO 98% STANDARD MAXIMUM DRY DENSITY PAVEMENT HONED CONCRETE/EXPOSED AGGREGATE AS DIRECTED BY WCC HONED CONCRETE/EXPOSED AGGREGATE AS DIRECTED BY WCC D mm THICK N25 CONCRETE REINFORCED WITH SL82 MESH CONCRETE MIX 1300KG ROCK/CUBIC METRE, 25% BLUE METAL 10MM, 25% BLUE METAL 20MM, 50% 1300KG ROCK/CUBIC METRE, 25% BLUE METAL 10MM, 25% BLUE METAL 20MM, 50% QUARTZ 10MM HEADER COURSE 300 X 300 X 60mm CONCRETE UNIT PAVER ON 10MM LACTICRETE ADHESIVE BED (OR 300 X 300 X 60mm CONCRETE UNIT PAVER ON 10MM LACTICRETE ADHESIVE BED (OR APPROVED EQUAL) WITH GROUT FILLED 3MM MAXIMUM VERTICAL GAPS, COLOUR TO MATCH PAVERS JOINTING EXPANSION - ADJACENT TO PERPENDICULAR BANDS EXPANSION - ADJACENT TO PERPENDICULAR BANDS CONTRACTION - SAWCUT HALFWAY BETWEEN PERPENDICULAR BANDS ISOLATION - ABUTTING KERBS, PITS AND BUILDINGS ABELFLEX OR APPROVED EQUAL WITH SIKAFLEX OR APPROVED EQUAL TO MATCH PAVER COLOUR. RE ENTRANT CORNERS TRIMMING - 2 X N12 TRIMMER BARS, MINIMUM 800MM LENGTH AT ALL DIAGONAL CORNERS
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GUTTER
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KERB
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BUILDING OR PROPERTY LINE
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NOTES: 1. REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER REFER TO WCC CITY CENTRE PUBLIC DOMAIN TECHNICAL MANUAL FOR FURTHER DETAIL RELATING TO CONSTRUCTION IN THE WOLLONGONG CITY CENTRE 2. REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR REFER TO SLAB AND REINFORCEMENT DETAILS TABLE SHEET C19 FOR DIMENSIONS AND REINFORCEMENT
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VEHICULAR CROSSING PLAN
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CROSSING - WATERFRONT SCALE: NTS
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EXTENT OF 230mm THICK REINFORCED SLAB
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EXTENT OF 230mm THICK REINFORCED SLAB
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TOOL JOINT TO DEFINE WINGS
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TOOL JOINT TO DEFINE WINGS
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ISSUE
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RELATED PLANS
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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TYPICAL CROSSING DETAILS
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WATERFRONT
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7000
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C26
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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150mm HIGH KERB
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1. FOR PUBLIC DOMAIN AREAS REFER TO PUBLIC DOMAIN FOR PUBLIC DOMAIN AREAS REFER TO PUBLIC DOMAIN TECHNICAL MANUAL FOR ADVICE REGARDING STRUCTURAL DESIGN AND WEARING SURFACE REQUIREMENTS. 2. FOR JOINT TYPES REFER TO C19 & C20 FOR JOINT TYPES REFER TO C19 & C20 3. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
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NOTES:
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200mm HIGH KERB
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SECTION A
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BACK OF FOOTPATH ALIGNMENT
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GUTTER
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ELEVATION
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* THIS DIMENSION SHALL BE INCREASED THIS DIMENSION SHALL BE INCREASED FOR WIDER APPROVED CROSSINGSFOR WIDER APPROVED CROSSINGS
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SECTION A
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BARRIER KERB
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GUTTER
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PLAN
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A
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-
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BACK OF
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GUTTER LEVEL
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VAR. GRADE
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1 in 40
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1 in 8
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FOR MAXIMUM GRADING FROM BACK OF FOOTPATH REFER TO C33 & C34
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BREAK OFF KERB ALONG GUTTER
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TOP OF KERB
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PROPERTY
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BOUNDARY
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FOOTPATH
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IJ OR KJ1 (KEY JOINT)
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EJ1
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SJ
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SJ
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EJ1 (ONLY WHERE FOOTPATH EXISTS)
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IJ
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FOOTPATH
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IJ
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IJ
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GUTTER LEVEL
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150 THICK 25MPa CONCRETE SL82 MESH 40 COVER TO TOP. REFER SLAB REINFORCEMENT DETAILS ON SHEET C19
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FOR MAXIMUM GRADING FROM BACK OF FOOTPATH REFER TO C33 & C34
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BREAK OFF KERB ALONG GUTTER
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NOMINAL KERB LINE
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150 THICK 25MPa CONCRETE SL82 MESH 40 COVER TO TOP. REFER SLAB REINFORCEMENT DETAILS ON SHEET C19
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VAR. GRADE
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1 in 40
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1 in 8
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IJ
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LEVEL
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ISSUE
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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ENGINEERING STANDARD DRAWINGS
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VEHICULAR CROSSING DETAILS
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RESIDENTIAL TYPE - BARRIER KERB
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7000
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C30
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A
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TR-452
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AS NOTED
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AHD
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MGA
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J. MILES
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L. DEAN
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L. DEAN
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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J.M.
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L.D.
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12/19
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SENIOR DESIGN
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ENGINEER - CIVIL
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L. DEAN
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12/19
CITY OF WOLLONGONG
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IJ
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BACK OF FOOTPATH ALIGNMENT
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ELEVATION
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* THIS DIMENSION SHALL BE INCREASED THIS DIMENSION SHALL BE INCREASED FOR WIDER APPROVED CROSSINGSFOR WIDER APPROVED CROSSINGS
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SECTION A
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ROLL KERB
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GUTTER
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PLAN
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A
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ROLL KERB AND GUTTER
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BACK OF
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MINIMUM WIDTHS ON CURVED DRIVEWAYS
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OUTSIDE TURN RADIUS RO (m)O (m) (m)
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SINGLE LANE
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TWO-WAY, NO SEPARATOR ALL CASES (NOTE 1)
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PUBLIC FACILITES & COMMERCIAL PROPERTIES
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DOMESTIC PROPERTIES
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7.6 to 11.9
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3.9
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3.6
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-
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12.0 to 19.9
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3.4
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3.1
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6.7 (NOTE 2)
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20.0 to 50.0
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3.2
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3.0
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6.3
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>50.0
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3.0
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3.0
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5.5
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DRIVEWAY NOTES: 1. FOR PARALLEL DRIVEWAYS WITH A MEDIAN OR FOR PARALLEL DRIVEWAYS WITH A MEDIAN OR SEPARATOR, EACH DRIVEWAY WIDTH SHALL BE DETERMINED SEPARATELY AS A SINGLE LANE 2. APPLIES TO RO RANGE 15.0m TO 19.9m ONLYAPPLIES TO RO RANGE 15.0m TO 19.9m ONLY
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1. FOR PUBLIC DOMAIN AREAS REFER TO PUBLIC DOMAIN TECHNICAL MANUAL FOR ADVICE REGARDING FOR PUBLIC DOMAIN AREAS REFER TO PUBLIC DOMAIN TECHNICAL MANUAL FOR ADVICE REGARDING STRUCTURAL DESIGN AND WEARING SURFACE REQUIREMENTS. 2. ROLL KERB AND GUTTER IS NOT TO BE USED FOR NEW INSTALLATIONS. IT IS INCLUDED IN THESE ROLL KERB AND GUTTER IS NOT TO BE USED FOR NEW INSTALLATIONS. IT IS INCLUDED IN THESE DRAWINGS TO DEMONSTRATE DRIVEWAY CONSTRUCTION REQUIREMENTS FOR EXISTING ROLL KERB AND GUTTER INSTALLATIONS. 3. FOR JOINT TYPES REFER TO DRAWING 7000_C19 & C20FOR JOINT TYPES REFER TO DRAWING 7000_C19 & C20
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NOTES:
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GUTTER LEVEL
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FOR MAXIMUM GRADING FROM BACK OF FOOTPATH REFER TO 7000_C33 & 7000_C34
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BREAK OFF KERB ALONG GUTTER
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TOP OF KERB
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PROPERTY
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BOUNDARY
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FOOTPATH
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IJ OR KJ1 (KEY JOINT)
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EJ1
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SJ
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SJ
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EJ1 (ONLY WHERE FOOTPATH EXISTS)
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IJ
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FOOTPATH
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IJ
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IJ
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NOMINAL KERB LINE
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GUTTER
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VAR. GRADE
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1 in 40
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1 in 10
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GUTTER
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LEVEL
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ROADWAY
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FACEOFKERBOFKERBKERB
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SIGHT TRIANGLE IS NOT REQUIRED ON THIS SIDE IF DRIVEWAY IS TWO-LANE TWO-WAY
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BOUNDARY
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PROPERTY
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2.0m
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2.0m
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2.5m
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2.5m
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ISSUE
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DATE
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
AutoCAD SHX Text
......................
AutoCAD SHX Text
......................
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
A3
AutoCAD SHX Text
ORIGINAL
AutoCAD SHX Text
DESIGN &
AutoCAD SHX Text
ENGINEERING STANDARD DRAWINGS
AutoCAD SHX Text
VEHICULAR CROSSING DETAILS
AutoCAD SHX Text
RESIDENTIAL TYPE - ROLL KERB
AutoCAD SHX Text
& MINIMUM DRIVEWAY DIMENSIONS
AutoCAD SHX Text
7000
AutoCAD SHX Text
C31
AutoCAD SHX Text
A
AutoCAD SHX Text
TR-452
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AHD
AutoCAD SHX Text
MGA
AutoCAD SHX Text
J. MILES
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION
AutoCAD SHX Text
J.M.
AutoCAD SHX Text
L.D.
AutoCAD SHX Text
12/19
AutoCAD SHX Text
SENIOR DESIGN
AutoCAD SHX Text
ENGINEER - CIVIL
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
CITY OF WOLLONGONG
AutoCAD SHX Text
BACK OF FOOTPATH ALIGNMENT
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
* THIS DIMENSION SHALL BE INCREASED THIS DIMENSION SHALL BE INCREASED FOR WIDER APPROVED CROSSINGSFOR WIDER APPROVED CROSSINGS
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text
BARRIER KERB
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
BOUNDARY
AutoCAD SHX Text
150mm HIGH KERB
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
IJ OR KJ1 (KEY JOINT)
AutoCAD SHX Text
EJ1
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
EJ1 (ONLY WHERE FOOTPATH EXISTS)
AutoCAD SHX Text
IJ
AutoCAD SHX Text
IJ
AutoCAD SHX Text
1. FOR JOINT TYPES REFER TO DRAWING 7000_C19 & C20 FOR JOINT TYPES REFER TO DRAWING 7000_C19 & C20 2. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWNALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text
200mm HIGH KERB
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
IJ
AutoCAD SHX Text
IJ
AutoCAD SHX Text
TOP OF KERB
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
VAR. GRADE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 12
AutoCAD SHX Text
SL92 MESH 40 COVER TO TOP
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
SL92 MESH 40 COVER TO TOP
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
NOMINAL KERB LINE
AutoCAD SHX Text
VAR. GRADE
AutoCAD SHX Text
1 in 40
AutoCAD SHX Text
1 in 12
AutoCAD SHX Text
BACK OF
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
LEVEL
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
RELATED PLANS
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
APPR'D
AutoCAD SHX Text
SURVEYOR
AutoCAD SHX Text
DATUM
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NORTH POINT
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PJ or TR No.
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DRAWING No.
AutoCAD SHX Text
SHEET OF SHEETS
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ISSUE
AutoCAD SHX Text
SHEET No.
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......................
AutoCAD SHX Text
DATE .........................................................
AutoCAD SHX Text
.....................................................................
AutoCAD SHX Text
AZIMUTH
AutoCAD SHX Text
TECHNICAL SERVICES
AutoCAD SHX Text
Ph. 02 42277111
AutoCAD SHX Text
(FOR COUNCIL USE ONLY)
AutoCAD SHX Text
......................
AutoCAD SHX Text
......................
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
A3
AutoCAD SHX Text
ORIGINAL
AutoCAD SHX Text
DESIGN &
AutoCAD SHX Text
ENGINEERING STANDARD DRAWINGS
AutoCAD SHX Text
VEHICULAR CROSSING DETAILS
AutoCAD SHX Text
INDUSTRIAL TYPE
AutoCAD SHX Text
7000
AutoCAD SHX Text
C32
AutoCAD SHX Text
A
AutoCAD SHX Text
TR-452
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AHD
AutoCAD SHX Text
MGA
AutoCAD SHX Text
J. MILES
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION
AutoCAD SHX Text
J.M.
AutoCAD SHX Text
L.D.
AutoCAD SHX Text
12/19
AutoCAD SHX Text
SENIOR DESIGN
AutoCAD SHX Text
ENGINEER - CIVIL
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
CITY OF WOLLONGONG
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE GUTTER (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
9.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.09
AutoCAD SHX Text
1.38
AutoCAD SHX Text
9.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.22
AutoCAD SHX Text
1.51
AutoCAD SHX Text
10.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.34
AutoCAD SHX Text
1.63
AutoCAD SHX Text
10.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.47
AutoCAD SHX Text
1.76
AutoCAD SHX Text
11.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.59
AutoCAD SHX Text
1.88
AutoCAD SHX Text
11.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.72
AutoCAD SHX Text
2.01
AutoCAD SHX Text
12.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.84
AutoCAD SHX Text
2.13
AutoCAD SHX Text
12.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
1.97
AutoCAD SHX Text
2.26
AutoCAD SHX Text
13.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.09
AutoCAD SHX Text
2.38
AutoCAD SHX Text
13.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.22
AutoCAD SHX Text
2.51
AutoCAD SHX Text
14.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.34
AutoCAD SHX Text
2.63
AutoCAD SHX Text
14.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.47
AutoCAD SHX Text
2.76
AutoCAD SHX Text
15.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.59
AutoCAD SHX Text
2.88
AutoCAD SHX Text
15.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.72
AutoCAD SHX Text
3.01
AutoCAD SHX Text
16.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.84
AutoCAD SHX Text
3.13
AutoCAD SHX Text
16.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
2.97
AutoCAD SHX Text
3.26
AutoCAD SHX Text
17.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.09
AutoCAD SHX Text
3.38
AutoCAD SHX Text
17.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.22
AutoCAD SHX Text
3.51
AutoCAD SHX Text
18.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.34
AutoCAD SHX Text
3.63
AutoCAD SHX Text
18.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.47
AutoCAD SHX Text
3.76
AutoCAD SHX Text
19.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.59
AutoCAD SHX Text
3.88
AutoCAD SHX Text
19.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.72
AutoCAD SHX Text
4.01
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE GUTTER (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
20.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.84
AutoCAD SHX Text
4.13
AutoCAD SHX Text
20.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
3.97
AutoCAD SHX Text
4.26
AutoCAD SHX Text
21.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.09
AutoCAD SHX Text
4.38
AutoCAD SHX Text
21.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.22
AutoCAD SHX Text
4.51
AutoCAD SHX Text
22.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.34
AutoCAD SHX Text
4.63
AutoCAD SHX Text
22.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.47
AutoCAD SHX Text
4.76
AutoCAD SHX Text
23.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.59
AutoCAD SHX Text
4.88
AutoCAD SHX Text
23.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.72
AutoCAD SHX Text
5.01
AutoCAD SHX Text
24.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.84
AutoCAD SHX Text
5.13
AutoCAD SHX Text
24.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
4.97
AutoCAD SHX Text
5.26
AutoCAD SHX Text
25.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.09
AutoCAD SHX Text
5.38
AutoCAD SHX Text
25.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.22
AutoCAD SHX Text
5.51
AutoCAD SHX Text
26.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.34
AutoCAD SHX Text
5.63
AutoCAD SHX Text
26.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.47
AutoCAD SHX Text
5.76
AutoCAD SHX Text
27.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.59
AutoCAD SHX Text
5.88
AutoCAD SHX Text
27.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.72
AutoCAD SHX Text
6.01
AutoCAD SHX Text
28.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.84
AutoCAD SHX Text
6.13
AutoCAD SHX Text
28.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
5.97
AutoCAD SHX Text
6.26
AutoCAD SHX Text
29.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
6.09
AutoCAD SHX Text
6.38
AutoCAD SHX Text
29.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
6.22
AutoCAD SHX Text
6.51
AutoCAD SHX Text
30.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
6.34
AutoCAD SHX Text
6.63
AutoCAD SHX Text
30.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.53
AutoCAD SHX Text
6.47
AutoCAD SHX Text
6.76
AutoCAD SHX Text
Xm
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
MAX 2.5%
AutoCAD SHX Text
MAX 25.0%
AutoCAD SHX Text
1.0
AutoCAD SHX Text
4.0
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE GUTTER (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
9.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-0.88
AutoCAD SHX Text
9.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-0.73
AutoCAD SHX Text
-1.01
AutoCAD SHX Text
10.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-0.85
AutoCAD SHX Text
-1.13
AutoCAD SHX Text
10.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-0.98
AutoCAD SHX Text
-1.26
AutoCAD SHX Text
11.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.10
AutoCAD SHX Text
-1.38
AutoCAD SHX Text
11.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.23
AutoCAD SHX Text
-1.51
AutoCAD SHX Text
12.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.35
AutoCAD SHX Text
-1.63
AutoCAD SHX Text
12.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.48
AutoCAD SHX Text
-1.76
AutoCAD SHX Text
13.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.60
AutoCAD SHX Text
-1.88
AutoCAD SHX Text
13.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.73
AutoCAD SHX Text
-2.01
AutoCAD SHX Text
14.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.85
AutoCAD SHX Text
-2.13
AutoCAD SHX Text
14.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-1.98
AutoCAD SHX Text
-2.26
AutoCAD SHX Text
15.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.10
AutoCAD SHX Text
-2.38
AutoCAD SHX Text
15.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.23
AutoCAD SHX Text
-2.51
AutoCAD SHX Text
16.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.35
AutoCAD SHX Text
-2.63
AutoCAD SHX Text
16.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.48
AutoCAD SHX Text
-2.76
AutoCAD SHX Text
17.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.60
AutoCAD SHX Text
-2.88
AutoCAD SHX Text
17.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.73
AutoCAD SHX Text
-3.01
AutoCAD SHX Text
18.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.85
AutoCAD SHX Text
-3.13
AutoCAD SHX Text
18.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-2.98
AutoCAD SHX Text
-3.26
AutoCAD SHX Text
19.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.10
AutoCAD SHX Text
-3.38
AutoCAD SHX Text
19.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.23
AutoCAD SHX Text
-3.51
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE GUTTER (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
20.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.35
AutoCAD SHX Text
-3.63
AutoCAD SHX Text
20.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.48
AutoCAD SHX Text
-3.76
AutoCAD SHX Text
21.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.60
AutoCAD SHX Text
-3.88
AutoCAD SHX Text
21.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.73
AutoCAD SHX Text
-4.01
AutoCAD SHX Text
22.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.85
AutoCAD SHX Text
-4.13
AutoCAD SHX Text
22.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-3.98
AutoCAD SHX Text
-4.26
AutoCAD SHX Text
23.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.10
AutoCAD SHX Text
-4.38
AutoCAD SHX Text
23.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.23
AutoCAD SHX Text
-4.51
AutoCAD SHX Text
24.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.35
AutoCAD SHX Text
-4.63
AutoCAD SHX Text
24.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.48
AutoCAD SHX Text
-4.76
AutoCAD SHX Text
25.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.60
AutoCAD SHX Text
-4.88
AutoCAD SHX Text
25.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.73
AutoCAD SHX Text
-5.01
AutoCAD SHX Text
26.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.85
AutoCAD SHX Text
-5.13
AutoCAD SHX Text
26.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-4.98
AutoCAD SHX Text
-5.26
AutoCAD SHX Text
27.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.10
AutoCAD SHX Text
-5.38
AutoCAD SHX Text
27.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.23
AutoCAD SHX Text
-5.51
AutoCAD SHX Text
28.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.35
AutoCAD SHX Text
-5.63
AutoCAD SHX Text
28.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.48
AutoCAD SHX Text
-5.76
AutoCAD SHX Text
29.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.60
AutoCAD SHX Text
-5.88
AutoCAD SHX Text
29.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.73
AutoCAD SHX Text
-6.01
AutoCAD SHX Text
30.0
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.85
AutoCAD SHX Text
-6.13
AutoCAD SHX Text
30.5
AutoCAD SHX Text
0.22
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
-5.98
AutoCAD SHX Text
-6.26
AutoCAD SHX Text
Xm
AutoCAD SHX Text
MAX 2.5%
AutoCAD SHX Text
HIGH SIDE PROPERTIES
AutoCAD SHX Text
LOW SIDE PROPERTIES
AutoCAD SHX Text
1.0
AutoCAD SHX Text
4.0
AutoCAD SHX Text
MAX 25.0%
AutoCAD SHX Text
WHERE DRIVEWAYS ADJOIN ROLL KERB AND GUTTER DEDUCT 0.02m FROM ALL HEIGHTS DEDUCT 0.02m FROM ALL HEIGHTS 0.02m FROM ALL HEIGHTS
AutoCAD SHX Text
WHERE DRIVEWAYS ADJOIN ROLL KERB AND GUTTER DEDUCT 0.02m FROM ALL HEIGHTSDEDUCT 0.02m FROM ALL HEIGHTS 0.02m FROM ALL HEIGHTS
AutoCAD SHX Text
FOR INTERMEDIATE DISTANCES HEIGHTS C & D CAN BE CALCULATED USING THE FOLLOWING FORMULAE: C = (0.25 x Xm) - 1.16 D = (0.25 x Xm) - 0.87D = (0.25 x Xm) - 0.87
AutoCAD SHX Text
FOR INTERMEDIATE DISTANCES HEIGHTS C & D CAN BE CALCULATED USING THE FOLLOWING FORMULAE: C = -(0.25 x Xm) + 1.65 D = -(0.25 x Xm) + 1.37D = -(0.25 x Xm) + 1.37
AutoCAD SHX Text
FL PARKING AREA
AutoCAD SHX Text
FL PARKING AREA
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
KERB LINE
AutoCAD SHX Text
APPROX BOUNDARY
AutoCAD SHX Text
KERB LINE
AutoCAD SHX Text
APPROX BOUNDARY
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
RELATED PLANS
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
APPR'D
AutoCAD SHX Text
SURVEYOR
AutoCAD SHX Text
DATUM
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NORTH POINT
AutoCAD SHX Text
PJ or TR No.
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
SHEET OF SHEETS
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
......................
AutoCAD SHX Text
DATE .........................................................
AutoCAD SHX Text
.....................................................................
AutoCAD SHX Text
AZIMUTH
AutoCAD SHX Text
TECHNICAL SERVICES
AutoCAD SHX Text
Ph. 02 42277111
AutoCAD SHX Text
(FOR COUNCIL USE ONLY)
AutoCAD SHX Text
......................
AutoCAD SHX Text
......................
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
A3
AutoCAD SHX Text
ORIGINAL
AutoCAD SHX Text
DESIGN &
AutoCAD SHX Text
ENGINEERING STANDARD DRAWINGS
AutoCAD SHX Text
MAXIMUM INTERNAL GRADING
AutoCAD SHX Text
DOMESTIC DWELLINGS
AutoCAD SHX Text
7000
AutoCAD SHX Text
C33
AutoCAD SHX Text
A
AutoCAD SHX Text
TR-452
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AHD
AutoCAD SHX Text
MGA
AutoCAD SHX Text
J. MILES
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION
AutoCAD SHX Text
J.M.
AutoCAD SHX Text
L.D.
AutoCAD SHX Text
12/19
AutoCAD SHX Text
SENIOR DESIGN
AutoCAD SHX Text
ENGINEER - CIVIL
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
CITY OF WOLLONGONG
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE PROPERTY BOUNDARY LEVEL (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
3.0
AutoCAD SHX Text
0.38
AutoCAD SHX Text
-
AutoCAD SHX Text
0.38
AutoCAD SHX Text
3.5
AutoCAD SHX Text
0.44
AutoCAD SHX Text
-
AutoCAD SHX Text
0.44
AutoCAD SHX Text
4.0
AutoCAD SHX Text
0.50
AutoCAD SHX Text
-
AutoCAD SHX Text
0.50
AutoCAD SHX Text
4.5
AutoCAD SHX Text
0.56
AutoCAD SHX Text
-
AutoCAD SHX Text
0.56
AutoCAD SHX Text
5.0
AutoCAD SHX Text
0.63
AutoCAD SHX Text
-
AutoCAD SHX Text
0.63
AutoCAD SHX Text
5.5
AutoCAD SHX Text
0.69
AutoCAD SHX Text
-
AutoCAD SHX Text
0.69
AutoCAD SHX Text
6.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
-
AutoCAD SHX Text
0.75
AutoCAD SHX Text
6.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
-
AutoCAD SHX Text
0.81
AutoCAD SHX Text
7.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
-
AutoCAD SHX Text
0.88
AutoCAD SHX Text
7.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
-
AutoCAD SHX Text
0.94
AutoCAD SHX Text
8.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.00
AutoCAD SHX Text
8.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
0.88
AutoCAD SHX Text
1.13
AutoCAD SHX Text
9.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.25
AutoCAD SHX Text
9.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.13
AutoCAD SHX Text
1.38
AutoCAD SHX Text
10.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.25
AutoCAD SHX Text
1.50
AutoCAD SHX Text
10.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.38
AutoCAD SHX Text
1.63
AutoCAD SHX Text
11.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.50
AutoCAD SHX Text
1.75
AutoCAD SHX Text
11.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.63
AutoCAD SHX Text
1.88
AutoCAD SHX Text
12.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.75
AutoCAD SHX Text
2.00
AutoCAD SHX Text
12.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
1.88
AutoCAD SHX Text
2.13
AutoCAD SHX Text
13.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.00
AutoCAD SHX Text
2.25
AutoCAD SHX Text
13.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.13
AutoCAD SHX Text
2.38
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
Xm
AutoCAD SHX Text
LEVEL AT PROPERTY BOUNDARY
AutoCAD SHX Text
MAX 2.5%
AutoCAD SHX Text
MAX 25.0%
AutoCAD SHX Text
1.0
AutoCAD SHX Text
4.0
AutoCAD SHX Text
HIGH SIDE PROPERTIES
AutoCAD SHX Text
LOW SIDE PROPERTIES
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE PROPERTY BOUNDARY LEVEL (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
14.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.25
AutoCAD SHX Text
2.50
AutoCAD SHX Text
14.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.38
AutoCAD SHX Text
2.63
AutoCAD SHX Text
15.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.50
AutoCAD SHX Text
2.75
AutoCAD SHX Text
15.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.63
AutoCAD SHX Text
2.88
AutoCAD SHX Text
16.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.75
AutoCAD SHX Text
3.00
AutoCAD SHX Text
16.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
2.88
AutoCAD SHX Text
3.13
AutoCAD SHX Text
17.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.00
AutoCAD SHX Text
3.25
AutoCAD SHX Text
17.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.13
AutoCAD SHX Text
3.38
AutoCAD SHX Text
18.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.25
AutoCAD SHX Text
3.50
AutoCAD SHX Text
18.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.38
AutoCAD SHX Text
3.63
AutoCAD SHX Text
19.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.50
AutoCAD SHX Text
3.75
AutoCAD SHX Text
19.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.63
AutoCAD SHX Text
3.88
AutoCAD SHX Text
20.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.75
AutoCAD SHX Text
4.00
AutoCAD SHX Text
20.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
3.88
AutoCAD SHX Text
4.13
AutoCAD SHX Text
21.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.00
AutoCAD SHX Text
4.25
AutoCAD SHX Text
21.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.13
AutoCAD SHX Text
4.38
AutoCAD SHX Text
22.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.25
AutoCAD SHX Text
4.50
AutoCAD SHX Text
22.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.38
AutoCAD SHX Text
4.63
AutoCAD SHX Text
23.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.50
AutoCAD SHX Text
4.75
AutoCAD SHX Text
23.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.63
AutoCAD SHX Text
4.88
AutoCAD SHX Text
24.0
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.75
AutoCAD SHX Text
5.00
AutoCAD SHX Text
24.5
AutoCAD SHX Text
0.75
AutoCAD SHX Text
4.88
AutoCAD SHX Text
5.13
AutoCAD SHX Text
MAX 12.5% (1 in 8.0)
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE PROPERTY BOUNDARY LEVEL (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
3.0
AutoCAD SHX Text
-0.15
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.15
AutoCAD SHX Text
3.5
AutoCAD SHX Text
-0.18
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.18
AutoCAD SHX Text
4.0
AutoCAD SHX Text
-0.20
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.20
AutoCAD SHX Text
4.5
AutoCAD SHX Text
-0.23
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.23
AutoCAD SHX Text
5.0
AutoCAD SHX Text
-0.25
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.25
AutoCAD SHX Text
5.5
AutoCAD SHX Text
-0.28
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.28
AutoCAD SHX Text
6.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
6.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.33
AutoCAD SHX Text
7.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.38
AutoCAD SHX Text
7.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.43
AutoCAD SHX Text
8.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.55
AutoCAD SHX Text
8.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-
AutoCAD SHX Text
-0.35
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
9.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.41
AutoCAD SHX Text
-0.41
AutoCAD SHX Text
-0.66
AutoCAD SHX Text
9.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.48
AutoCAD SHX Text
-0.48
AutoCAD SHX Text
-0.73
AutoCAD SHX Text
10.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-0.85
AutoCAD SHX Text
10.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-0.73
AutoCAD SHX Text
-0.97
AutoCAD SHX Text
11.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-0.85
AutoCAD SHX Text
-1.10
AutoCAD SHX Text
11.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-0.97
AutoCAD SHX Text
-1.22
AutoCAD SHX Text
12.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.10
AutoCAD SHX Text
-1.35
AutoCAD SHX Text
12.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.22
AutoCAD SHX Text
-1.47
AutoCAD SHX Text
13.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.35
AutoCAD SHX Text
-1.60
AutoCAD SHX Text
13.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.47
AutoCAD SHX Text
-1.72
AutoCAD SHX Text
Xm
AutoCAD SHX Text
1.0
AutoCAD SHX Text
4.0
AutoCAD SHX Text
Xm
AutoCAD SHX Text
HEIGHT ABOVE PROPERTY BOUNDARY LEVEL (METRES)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
14.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.60
AutoCAD SHX Text
-1.85
AutoCAD SHX Text
14.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.72
AutoCAD SHX Text
-1.97
AutoCAD SHX Text
15.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.85
AutoCAD SHX Text
-2.10
AutoCAD SHX Text
15.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-1.97
AutoCAD SHX Text
-2.22
AutoCAD SHX Text
16.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.10
AutoCAD SHX Text
-2.35
AutoCAD SHX Text
16.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.22
AutoCAD SHX Text
-2.47
AutoCAD SHX Text
17.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.35
AutoCAD SHX Text
-2.60
AutoCAD SHX Text
17.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.47
AutoCAD SHX Text
-2.72
AutoCAD SHX Text
18.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.60
AutoCAD SHX Text
-2.85
AutoCAD SHX Text
18.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.72
AutoCAD SHX Text
-2.97
AutoCAD SHX Text
19.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.85
AutoCAD SHX Text
-3.10
AutoCAD SHX Text
19.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.97
AutoCAD SHX Text
-3.22
AutoCAD SHX Text
20.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.10
AutoCAD SHX Text
-3.35
AutoCAD SHX Text
20.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.22
AutoCAD SHX Text
-3.47
AutoCAD SHX Text
21.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.35
AutoCAD SHX Text
-3.60
AutoCAD SHX Text
21.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.47
AutoCAD SHX Text
-3.72
AutoCAD SHX Text
22.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.60
AutoCAD SHX Text
-3.85
AutoCAD SHX Text
22.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.72
AutoCAD SHX Text
-3.97
AutoCAD SHX Text
23.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.85
AutoCAD SHX Text
-4.10
AutoCAD SHX Text
23.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-3.97
AutoCAD SHX Text
-4.22
AutoCAD SHX Text
24.0
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-4.10
AutoCAD SHX Text
-4.35
AutoCAD SHX Text
24.5
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-4.22
AutoCAD SHX Text
-4.47
AutoCAD SHX Text
FOR INTERMEDIATE DISTANCES OF Xm > 8.0m HEIGHTS B & C CAN BE CALCULATED USING THE FOLLOWING FORMULAE: B = (0.25 x Xm) - 1.25 C = (0.25 x Xm) - 1.0C = (0.25 x Xm) - 1.0
AutoCAD SHX Text
MAX 2.5%
AutoCAD SHX Text
KERB LINE
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
LEVEL AT PROPERTY BOUNDARY
AutoCAD SHX Text
FL PARKING AREA
AutoCAD SHX Text
MAX 25.0%
AutoCAD SHX Text
MAX 5.0%
AutoCAD SHX Text
FOR INTERMEDIATE DISTANCES OF Xm > 10.0m HEIGHTS C & D CAN BE CALCULATED USING THE FOLLOWING FORMULAE: C = -(0.25 x Xm) + 1.9 D = (0.25 x Xm) + 1.65D = (0.25 x Xm) + 1.65
AutoCAD SHX Text
NOTE: MAXIMUM GRADE FOR CIRCULATING RAMPS = 20% (1 in 5)
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
FL PARKING AREA
AutoCAD SHX Text
KERB LINE
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
GUTTER LEVEL
AutoCAD SHX Text
NOTE: MAXIMUM GRADE FOR CIRCULATING RAMPS = 20% (1 in 5)
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
VERTICAL CURVE
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
RELATED PLANS
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
APPR'D
AutoCAD SHX Text
SURVEYOR
AutoCAD SHX Text
DATUM
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NORTH POINT
AutoCAD SHX Text
PJ or TR No.
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
SHEET OF SHEETS
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
......................
AutoCAD SHX Text
DATE .........................................................
AutoCAD SHX Text
.....................................................................
AutoCAD SHX Text
AZIMUTH
AutoCAD SHX Text
TECHNICAL SERVICES
AutoCAD SHX Text
Ph. 02 42277111
AutoCAD SHX Text
(FOR COUNCIL USE ONLY)
AutoCAD SHX Text
......................
AutoCAD SHX Text
......................
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
A3
AutoCAD SHX Text
ORIGINAL
AutoCAD SHX Text
DESIGN &
AutoCAD SHX Text
ENGINEERING STANDARD DRAWINGS
AutoCAD SHX Text
MAXIMUM INTERNAL GRADING
AutoCAD SHX Text
UNITS AND COMMERCIAL
AutoCAD SHX Text
DEVELOPMENTS
AutoCAD SHX Text
7000
AutoCAD SHX Text
C34
AutoCAD SHX Text
A
AutoCAD SHX Text
TR-452
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AHD
AutoCAD SHX Text
MGA
AutoCAD SHX Text
J. MILES
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
12/19
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION
AutoCAD SHX Text
J.M.
AutoCAD SHX Text
L.D.
AutoCAD SHX Text
12/19
AutoCAD SHX Text
SENIOR DESIGN
AutoCAD SHX Text
ENGINEER - CIVIL
AutoCAD SHX Text
L. DEAN
AutoCAD SHX Text
12/19
HOLD POINTNO EXCAVATION IS TO OCCUR WITHIN THE TREE PROTECTION ZONE. STOP WORKAND CONTACT AN AQF LEVEL 5 ARBORIST BEFORE PROCEEDING ANY FURTHER.
CITY OF WOLLONGONG
AutoCAD SHX Text
TEMPORARY FENCING CREATING AN EXCLUSION ZONE (VERTICALLY AND HORIZONTALLY)
AutoCAD SHX Text
SIGNAGE DISPLAYING TREE PROTECTION ZONE IN PLACE AND COUNCIL CONTACT PHONE NUMBER (OFFICE HOURS)
AutoCAD SHX Text
EXISTING TREE REQUIRING PROTECTION
AutoCAD SHX Text
EXTENT OF CANOPY / DRIP LINE
AutoCAD SHX Text
TREE PROTECTION FENCING EXTENDS TO THE DRIP LINE OR AS DIRECTED BY AQF LEVEL 5 ARBORIST
AutoCAD SHX Text
75MM MULCH
AutoCAD SHX Text
NOTES: 1. PRIOR TO THE COMMENCEMENT OF ANY WORK ON SITE, PRIOR TO THE COMMENCEMENT OF ANY WORK ON SITE, EXISTING TREES TO BE RETAINED ARE TO BE PROTECTED FROM DAMAGE BY FENCING AS PER DETAIL PROVIDED. FENCING SHALL BE MAINTAINED IN GOOD AND EFFECTIVE ORDER UNTIL THE WORK IS COMPLETED. REFER PLAN THIS SHEET FOR LOCATION OF TREE PROTECTION FENCING. 2. FENCING TO ALIGN WITH OUTER EXTENT OF TREES FENCING TO ALIGN WITH OUTER EXTENT OF TREES BRANCHES (DRIP LINE). ANY VARIATION TO HAVE APPROVAL OF SUPERVISING AQF5 ARBORIST OR LANDSCAPE ARCHITECT. 3. ALL CARE TO BE TAKEN TO ENSURE TREES HEALTH IS ALL CARE TO BE TAKEN TO ENSURE TREES HEALTH IS PROTECTED INCLUDING NOT RESTRICTED TO: a. NO STORAGE OF MATERIALS WITHIN TREE NO STORAGE OF MATERIALS WITHIN TREE PROTECTION ZONE (TPZ); NO OIL, TAR, BITUMEN, CEMENT, PAINT, OR OTHER MATERIALS BE ALLOWED TO CONTAMINATE TREE PROTECTION ZONE; NO MIXING OF CONCRETE, MORTAR OR WASHING PAINTING EQUIPMENT TO OCCUR WITHIN TPZ OR AREA DRAINING TOWARDS TPZ. b. NO LEVEL CHANGES WITHIN TREE PROTECTION ZONE NO LEVEL CHANGES WITHIN TREE PROTECTION ZONE c. NO LIGHTING OF FIRES BENEATH OR IN PROXIMITY TO NO LIGHTING OF FIRES BENEATH OR IN PROXIMITY TO TREE CANOPY d. NO ATTACHMENTS OF ROPES, GUYS, CABLES OR NO ATTACHMENTS OF ROPES, GUYS, CABLES OR NOTICE BOARDS TO TREE e. PROVISION OF 75mm DEPTH WEED FREE, RECYCLED PROVISION OF 75mm DEPTH WEED FREE, RECYCLED HARDWOOD CHIP/LEAF LITTER MULCH FROM AN APPROVED SOURCE
AutoCAD SHX Text
DETAIL A TYPICAL TREE PROTECTION ZONE (TPZ) FENCING DETAIL
AutoCAD SHX Text
(REFERENCE AS 4790)
AutoCAD SHX Text
PLAN
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NOTE: FINAL EXTENT OF TPZ TO BE DETERMINED BY AN AQF LEVEL 5 ARBORIST FOR EVERY SITE
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DETAIL B TREE PROTECTION - TYPICAL TREE TRUNK, BRANCH AND ROOT DETAIL
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GROUND PROTECTION - USE DEVICE SUCH AS WOODEN PLANKS OR STEEL PLATES, STRAPPED OVER MULCH OR AGGREGATE LAYER. GROUND PROTECTION DEVICE SHOULD BE OF A SUITABLE THICKNESS TO PREVENT SOIL COMPACTION AND ROOT DAMAGE. REFER NOTE 3
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NOTE 1. TRUNK AND BRANCH PROTECTION - USE BOARDS AND PADDING TO PREVENT DAMAGE TO BARK. BOARDS ARE TO BE STRAPPED, NOT SCREWED OR NAILED TO THE TRUNK OR BRANCH. TRUNK PROTECTION IS TO EXTEND MINIMUM 2M. BRANCH PROTECTION TO ALL LOW HANGING BRANCHES THAT COULD BE DAMAGED DURING CONSTRUCTION.
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PLAN
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SECTION
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NOTE 2. ALL EXPOSED ROOTS AND ROOT MASS MUST BE COVERED AND KEPT MOIST IMMEDIATELY TO REDUCE DRYING (AND PROTECT THEM FROM DIRECT SUNLIGHT EXPOSURE), BY USING MATERIALS SUCH AS JUTE MESH OR HESSIAN SHEETING AS PER as 4970-2009 (INCORPORATING AMMENDMENT No. 1)PROTECTION OF TREES ON DEVELOPMENT SITES, PAGE 18 SECTION 4.5.4, ROOT PROTECTION DURING WORKS WITHIN THE TPZ, PARAGRAPH 5.
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NOTE 3. EXPOSED ROOTS MUST NOT BE TRAVERSED OVER BY MECHANISED HEAVY EQUIPMENT. CONSULTATION BETWEEN CONSTRUCTION LEADING HAND/COORDINATOR AND LEVEL 5 ARBORIST TO PROVIDE ADVICE OF REQUIRED ROOT PROTECTION MEASURES TO BE IMPLEMENTED WHERE THERE IS A REQUIREMENT TO USE MECHANISED HEAVY EQUIPMENT WITHIN THE TPZ.
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TREE TRUNK WITH PROTECTION. REFER NOTE 1.
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TREE TRUNK WITH PROTECTION. REFER NOTE 1.
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TREE BRANCH WITH PROTECTION. REFER NOTE 1.
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JUTE MESH OR HESSIAN SHEETING TO PROTECT ROOTS FROM DRYING OUT AND SUN EXPOSURE REFER NOTE 2.
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HAND EXCAVATED AREA
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ISSUE
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RELATED PLANS
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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TREES ON DEVELOPMENT SITES
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TREE PROTECTION DETAILS
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(SUBJECT TO SITE SPECIFIC ADVICE)
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7000
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LD01
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A
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TR-452
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AS NOTED
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AHD
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MGA
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N. DAVIS-RAISS
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N. DAVIS-RAISS
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A. GOLDIE
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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N.D.R
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A.G
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SENIOR LANDSCAPE
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ARCHITECT
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A. GOLDIE
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NOTE !LOCATION OF SERVICES TO BE CONFIRMED PRIORTO COMMENCEMENT OF CONSTRUCTIONCONTACT "DIAL BEFORE YOU DIG" Phone 1100
CITY OF WOLLONGONG
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EXISTING TREE AND TREE ROOTS
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40MM DEEP FILTA PAVE OR APPROVED EQUIVALENT
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EXISTING SUBGRADE - HAND COMPACT AS REQUIRED MIN CBR 3%
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BASE COURSE - LEVELED COMPACTED FCR. REFER NOTE 1, 2, AND 3.
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DETAIL A FILTER PAVE FOOTPATH UNDER EXISTING TREES
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PERMALOC 'ASPHALT EDGE', TREATED PINE TIMBER EDGE, OR APPROVED EQUIVALENT.
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25MM DEPTH AC5
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EXISTING SUBGRADE - HAND COMPACT AS REQUIRED MIN CBR 3%
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PERMALOC 'ASPHALT EDGE', TREATED PINE TIMBER EDGE, OR APPROVED EQUIVALENT.
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DETAIL B ASPHALT FOOTPATH SURFACE UNDER EXISTING TREES
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LEVELED COMPACTED FCR. REFER NOTE 1, 2 AND 3. FCR TO PROVIDE COVER OVER ROOTS TO PROTECT FROM BURNING FROM THE HOTMIX ASPHALT
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NOTE 1. REMOVE EXISTING LEAF LITTER, TURF AND OTHER ORGANIC MATTER FROM UNDER TREES. EXCAVATE BY HAND AROUND TREE AND TREE ROOTS TO REQUIRED LEVELS, AS PER NOTE 2.
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NOTE 2. DEPTH TO BE DETERMINED ON SITE IN CONSULTATION WITH AN AQF5 ARBORIST AND DESIGNER. DEPTH MAY BE REDUCED OR OMITTED ALTOGETHER WHERE EXCAVATION WOULD RESULT IN ADVERSE IMPACT TO THE TREE ROOTS.
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NOTE 3. OPTION TO USE EXISTING BASE COURSE: CUT EXISTING BASE COURSE TO REQUIRED LEVELS. EXAMINE CAREFULLY AND COMPACT BASE COURSE (NOTE SERVICES). IF INSUFFICIENT STRENGTH REMOVE SOFT SPOTS AND PROVIDE COMPACTED FINE CRUSHED ROCK.
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GENERAL NOTE DETAILS ARE FOR NON TRAFFICABLE FOOTPATHS ONLY
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DISCLAIMER DESIGN AND TECHNICAL SERVICES (DTS) ARE PROVIDING TECHNICAL ASSISTANCE ONLY AND NOT PROJECT MANAGEMENT SERVICES. THE CLIENT ACCEPTS RESPONSIBILITY FOR PROJECT AND DESIGN MANAGEMENT. THE CLIENT MUST ENSURE THAT THE PROJECT AND PROJECT RISK WILL BE MANAGED THROUGH WOLLONGONG COUNCIL'S PROJECT MANAGEMENT FRAMEWORK. THE CLIENT ACKNOWLEDGES THAT THE INFORMATION PROVIDED BY DTS WILL ONLY ADDRESS THE SPECIFIC TECHNICAL ISSUES AND/OR PRELIMINARY INFORMATION REQUESTED. THIS INFORMATION IS NOT CONSIDERED SUFFICIENT TO ADDRESS ALL THE REQUIREMENTS AND APPROVALS OUTLINED IN PROJECT DELIVERY'S QUALITY MANAGEMENT SYSTEM (QMS).
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FINISHED CONCRETE LEVEL
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WEDGE
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GALVANISED STEEL PEGS AT SUFFICIENT INTERVALS TO HOLD THE TRIPSTOP STRAIGHT AND AT 90° TO THE FINISHEDSURFACE LEVEL
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100MM TRIPSTOP PVC JOINT OR APPROVED EQUIVALENT
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N25 CONCRETE WITH NON-SLIP FINISH
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SL72 MESH MIN TOP COVER 40MM
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LEVELED COMPACTED FCR. REFER NOTE1, 2 AND 3.
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EXISTING SUBGRADE - HAND COMPACT AS REQUIRED
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TRIP STOP JOINT OR APPROVED EQ.
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TRIP STOP JOINT (TJ) OR APPROVED EQ. AT 1.5M CENTRES TYPICAL
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TRIP STOP JOINT TYPICAL DETAIL (TJ)
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PLAN
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DETAIL SECTION
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EXPANSION JOINT (EJ) OR APPROVED EQ. AT 4.5M CENTRES TYPICAL
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EJ
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TJ
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TJ
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EJ
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SELECTED SEGMENTAL PAVING
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LEVELED COMPACTED FCR REFER NOTE1, 2 AND 3.
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DETAIL C SEGMENTAL PAVING FOOTPATH UNDER EXISTING TREES
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EXISTING SUBGRADE - HAND COMPACT AS REQUIRED MIN CBR 3%
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EXISTING TREE TO BE RETAINED AND PROTECTED
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PROPOSED FOOTPATH AS PER WCC STANDARD FOOTPATH DESIGN
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NOTE: EXTENT OF PAVING UNDER EXISTING TREE TO BE DETERMINED IN CONSULTATION WITH AN AQF5 ARBORIST.
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KERB AND GUTTER
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DISCLAIMER DESIGN AND TECHNICAL SERVICES (DTS) ARE PROVIDING TECHNICAL ASSISTANCE ONLY AND NOT PROJECT MANAGEMENT SERVICES. THE CLIENT ACCEPTS RESPONSIBILITY FOR PROJECT AND DESIGN MANAGEMENT. THE CLIENT MUST ENSURE THAT THE PROJECT AND PROJECT RISK WILL BE MANAGED THROUGH WOLLONGONG COUNCIL'S PROJECT MANAGEMENT FRAMEWORK. THE CLIENT ACKNOWLEDGES THAT THE INFORMATION PROVIDED BY DTS WILL ONLY ADDRESS THE SPECIFIC TECHNICAL ISSUES AND/OR PRELIMINARY INFORMATION REQUESTED. THIS INFORMATION IS NOT CONSIDERED SUFFICIENT TO ADDRESS ALL THE REQUIREMENTS AND APPROVALS OUTLINED IN PROJECT DELIVERY'S QUALITY MANAGEMENT SYSTEM (QMS).
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CONCEPT PLAN
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PROPOSED FOOTPATH ACCOMMODATING EXISTING TREE AND TREE ROOTS
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DETAIL D ARTICULATED CONCRETE FOOTPATH WITH TRIP STOP JOINTS UNDER EXISTING TREES
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ISSUE
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RELATED PLANS
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FIELD BOOK
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DESCRIPTION
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DATE
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DRAWN
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APPR'D
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SURVEYOR
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE
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DATE
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DATE
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NORTH POINT
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PJ or TR No.
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DRAWING No.
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SHEET OF SHEETS
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ISSUE
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SHEET No.
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DATE .........................................................
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.....................................................................
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AZIMUTH
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TECHNICAL SERVICES
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Ph. 02 42277111
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(FOR COUNCIL USE ONLY)
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......................
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......................
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SCALE
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A3
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ORIGINAL
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DESIGN &
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TREES ON DEVELOPMENT SITES
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TREE PROTECTION DETAILS
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(SUBJECT TO SITE SPECIFIC ADVICE)
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7000
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LD02
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A
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TR-452
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AS NOTED
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AHD
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MGA
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N. DAVIS-RAISS
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N. DAVIS-RAISS
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A. GOLDIE
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12/19
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12/19
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12/19
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A
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ISSUED FOR INFORMATION
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N.D.R
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A.G
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12/19
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SENIOR LANDSCAPE
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ARCHITECT
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A. GOLDIE
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12/19