gympie regional council standard drawings index

GYMPIE REGIONAL COUNCIL

STANDARD DRAWINGS

INDEX

(APRIL 2017)

R:\ACAD\ASTD\INDEX.dwg, 25/05/2017 4:22:30 PM

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ROADS DRAWING NUMBER TITLE TITLE R-01 KERB AND CHANNEL, PROFILES AND DIMENSIONS, INCLUDING EDGE RESTRAINTS, MEDIAN AND INVERT. KERB AND CHANNEL, PROFILES AND DIMENSIONS, INCLUDING EDGE RESTRAINTS, MEDIAN AND INVERT. R-02 DRIVEWAYS, RESIDENTIAL DRIVEWAYS. DRIVEWAYS, RESIDENTIAL DRIVEWAYS. R-03 INVERT CROSS OVER, DRIVEWAY SLAB, DWELLING HOUSE TYPE. INVERT CROSS OVER, DRIVEWAY SLAB, DWELLING HOUSE TYPE. R-04 INVERT CROSS OVER, DRIVEWAY TRACKS, PAVERS OR BRIDGE, DWELLING HOUSE TYPE. INVERT CROSS OVER, DRIVEWAY TRACKS, PAVERS OR BRIDGE, DWELLING HOUSE TYPE. R-05 INVERT CROSS OVER, CONCRETE DRIVEWAY, COMMERCIAL TYPE. INVERT CROSS OVER, CONCRETE DRIVEWAY, COMMERCIAL TYPE. R-06 DRAINAGE PITS, KERB INLET - LIP IN LINE, INSTALLATION DETAILS. DRAINAGE PITS, KERB INLET - LIP IN LINE, INSTALLATION DETAILS. R-07 RURAL ROAD, TYPE CROSS SECTION. RURAL ROAD, TYPE CROSS SECTION. R-08 FOOTPATH ALLOCATION, TYPICAL SERVICE CORRIDORS AND ALIGNMENTS. FOOTPATH ALLOCATION, TYPICAL SERVICE CORRIDORS AND ALIGNMENTS. R-09 - SHEET 1 URBAN STREET, TYPE CROSS SECTION, ROADWAY SECTION AND CONCRETE FOOTPATH DETAILS. URBAN STREET, TYPE CROSS SECTION, ROADWAY SECTION AND CONCRETE FOOTPATH DETAILS. R-09 - SHEET 2 URBAN STREET, CONCRETE PATHWAY, CONSTRUCTION DETAILS. URBAN STREET, CONCRETE PATHWAY, CONSTRUCTION DETAILS. R-10 URBAN STREET, CONCRETE PATHWAY, FULL WIDTH. URBAN STREET, CONCRETE PATHWAY, FULL WIDTH. R-11 TYPE BAL LAYOUT, RURAL SITE, SIDE ROAD AADT < 100. TYPE BAL LAYOUT, RURAL SITE, SIDE ROAD AADT < 100. R-14 BURIED FLEXIBLE PIPELINES, UNDER ROADS. BURIED FLEXIBLE PIPELINES, UNDER ROADS. R-15 TABLE DRAIN CROSSING, WITH VEHICULAR ACCESS. TABLE DRAIN CROSSING, WITH VEHICULAR ACCESS. R-16 TABLE DRAIN CROSSING, WITH VEHICULAR ACCESS, SIGHT DISTANCE REQUIREMENTS. TABLE DRAIN CROSSING, WITH VEHICULAR ACCESS, SIGHT DISTANCE REQUIREMENTS. R-17 CONCRETE FLOODWAY, DETAILS AND DIMENSIONS, TYPICAL SECTION.CONCRETE FLOODWAY, DETAILS AND DIMENSIONS, TYPICAL SECTION.

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Approved For Release

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General Manager Design or Delegate

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Date

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Signed

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...................................

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...................................

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20/04/17

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L.O'BRIEN

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L.O'BRIEN


242 Mary Street

GYMPIE Qld 4570

E-mail : [email protected]

Phone 1300 307 800

Fax (07) 54810 801

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B1

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B2

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SM1

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SM2

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SM3

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SM4

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SM5

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M2

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B3

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B4

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B5

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125

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25

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20

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R25

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20

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275

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450

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40

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110

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20R

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25R

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20

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20

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40

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125

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275

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50

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R20

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20R

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25R

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20R

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20R

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110

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40

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50

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110

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40

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40

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110

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40

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110

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M1

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20R

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40

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20

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1 IN 12

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125

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25R

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20

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20R

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125

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25R

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25

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20

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20R

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20R

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20R

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50

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100

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50

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50

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100

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160

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65

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100

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65

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65

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20R

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25

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20

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75R

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125

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20

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275

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50

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120

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100

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20

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300

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20

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M3

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25

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20

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20

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300

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110

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150

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50

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95

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75

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245

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310

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B6

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65

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300

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160

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100

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50

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160

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275

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225

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225

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150

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340

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160

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40

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150

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210

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500

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310

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SM6

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600

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325

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I1

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600

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530

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230

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180

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120

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200

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130

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100

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280

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300

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360

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3%

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E2

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255

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135

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120

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600

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445

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155

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M4

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610

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310

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300

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230

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115

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75

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40

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M6

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700

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150

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60

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I2

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M5

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E1

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20R

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100

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(AREA 0.083m²)

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(AREA 0.105m²)

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(AREA 0.118m²)

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(AREA 0.076m²)

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(AREA 0.067m²)

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(AREA 0.045m²)

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(AREA 0.077m²)

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(AREA 0.095m²)

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(AREA 0.054m²)

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(AREA 0.104m²)

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(AREA 0.103m²)

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(AREA 0.077m²)

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(AREA 0.026m²)

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(AREA 0.067m²)

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(AREA 0.079m²)

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(AREA 0.042m²)

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(AREA 0.019m²)

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(AREA 0.046m²)

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(AREA 0.082m²)

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(AREA 0.035m²)

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(AREA 0.048m²)

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(AREA 0.103m²)

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16mm CHIP SEAL

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600

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275

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450

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275

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300

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150

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150

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150

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150

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325

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150

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525

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275

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675

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265

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450

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160

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100

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50

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265

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265

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140

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530

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230

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200

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130

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150

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350

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350

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20

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16mm CHIP SEAL

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16mm CHIP SEAL

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16mm CHIP SEAL

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16mm CHIP SEAL

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SUB BASE

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*

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* FINISHED PROFILE TO BE PLACED TO MATCH SUB BASE CROSSFALL, EG 3%.

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NOTES: 1. KERB TYPE M1 OR B1 TO BE USED FOR COUNCIL WORKS UNLESS NOTED OTHERWISE. KERB TYPE M1 OR B1 TO BE USED FOR COUNCIL WORKS UNLESS NOTED OTHERWISE. 2. TYPE M5 MAY BE USED IN TRAFFIC CALMED STREETS WITH SPEED ENVIRONMENT LESS TYPE M5 MAY BE USED IN TRAFFIC CALMED STREETS WITH SPEED ENVIRONMENT LESS THAN 40KM/H 3. SET OUT POINT IS TO BE INVERT OF CHANNEL (FACE OF KERB) UNLESS NOTED SET OUT POINT IS TO BE INVERT OF CHANNEL (FACE OF KERB) UNLESS NOTED OTHERWISE. 4. ROAD WIDTHS ARE TO INVERT OF CHANNEL OR FRONT FACE OF E1, E2. ROAD WIDTHS ARE TO INVERT OF CHANNEL OR FRONT FACE OF E1, E2. 5. CONSTRUCTION MATERIALS SHALL COMPLY WITH AS 2876 EXCEPT FOR DIMENSIONS ON CONSTRUCTION MATERIALS SHALL COMPLY WITH AS 2876 EXCEPT FOR DIMENSIONS ON THIS DRAWING. 6. ALL CONCRETE N32 MINIMUM IN ACCORDANCE WITH AS 1379 AND AS 3600. ALL CONCRETE N32 MINIMUM IN ACCORDANCE WITH AS 1379 AND AS 3600. 7. CONTROL JOINTS SHALL BE AT 3m CENTRES.CONTROL JOINTS SHALL BE AT 3m CENTRES.

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%%UBARRIER TYPES

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%%USEMI-MOUNTABLE TYPES

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%%UMOUNTABLE TYPES

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%%UINVERT TYPES

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%%UEDGE RESTRAINT TYPES (FLUSH KERB)

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B

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B

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REVIEW

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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C

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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AMENDMENTS DESCRIPTION

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A3

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m.

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Original Issue

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A

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A

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o

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SHEET

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OF

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Auxiliary Plans

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Job Number

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Construction Date

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Drawn

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APPROVED

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DATE

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Tech File

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Date

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Surv No.

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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GYMPIE REGIONAL COUNCIL STANDARD DRAWING

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KERB AND CHANNEL

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PROFILES AND DIMENSIONS

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INCLUDING EDGE RESTRAINTS, MEDIAN AND INVERT

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-01

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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NOT TO SCALE

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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D


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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SHEET

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OF

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Job Number

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Construction Date

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Drawn

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Checked

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DATE

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Tech File

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Date

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Surv No.

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R.P.E.Q.

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Rev Date 07/12

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DRIVEWAYS

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RESIDENTIAL DRIVEWAYS

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-02

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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LEGEND (DRIVEWAY PROHIBITED LOCATIONS)

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TP

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TP

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1.0m CLEARANCE FROM PIT LINTEL.

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NKL NOMINAL KERB LINE NOMINAL KERB LINE (FACE OF KERB)

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TPTANGENT POINT ON NKLTANGENT POINT ON NKL

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LOCAL

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DRIVEWAY PROHIBITED LOCATIONS

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CENTRELINE OF MAIN ROAD

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TP

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TP

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NKL

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NKL

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1.0m CLEAR OF LOCAL AREA TRAFFIC MANAGEMENT DEVICES.

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NKL

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NKL

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PROHIBITED LOCATIONS SHOWN IN A HEAVY DASHED LINE, BASED ON AS 2890.1

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NOT TO SCALE

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NOTES: 1. 125mm MINIMUM THICKNESS APPLIES TO STRUCTURAL DEPTH ONLY. 125mm MINIMUM THICKNESS APPLIES TO STRUCTURAL DEPTH ONLY. 2. FOR CORNER ALLOTMENTS, DWELLING HOUSE INVERT CROSSOVER IS TO BE LOCATED ON STREET FRONTAGE WITH LOWEST ORDER OF TRAFFIC AS PER AS 2890.1. FOR CORNER ALLOTMENTS, DWELLING HOUSE INVERT CROSSOVER IS TO BE LOCATED ON STREET FRONTAGE WITH LOWEST ORDER OF TRAFFIC AS PER AS 2890.1. 3. WHERE APPROVED, DWELLING HOUSE TYPE INVERT CROSS OVER MAY BE DELETED FOR MOUNTABLE TYPE KERB AND CHANNEL. TYPES M3, M4, M5 & M6. WHERE APPROVED, DWELLING HOUSE TYPE INVERT CROSS OVER MAY BE DELETED FOR MOUNTABLE TYPE KERB AND CHANNEL. TYPES M3, M4, M5 & M6. 4. FOR EXISTING LOTS, AN APPLICATION/APPROVAL FOR PROPERTY ACCESS (FORM ISF157) MUST BE OBTAINED FROM COUNCIL, SPECIFYING CROSSING TYPE AND LOCATION, PRIOR TO ANY FOR EXISTING LOTS, AN APPLICATION/APPROVAL FOR PROPERTY ACCESS (FORM ISF157) MUST BE OBTAINED FROM COUNCIL, SPECIFYING CROSSING TYPE AND LOCATION, PRIOR TO ANY EXCAVATION. 5. ALTERNATIVE MATERIALS FOR CONSTRUCTION, OTHER THAN REINFORCED CONCRETE, TO BE APPROVED BY COUNCIL. ALTERNATIVE MATERIALS FOR CONSTRUCTION, OTHER THAN REINFORCED CONCRETE, TO BE APPROVED BY COUNCIL. 6. CROSSING TO BE CONSTRUCTED SQUARE TO THE STREET ALIGNMENT, WHOLLY CONTAINED WITHIN THE SITE FRONTAGE FROM INVERT OF CHANNEL TO PROPERTY BOUNDARY. REFER GRC CROSSING TO BE CONSTRUCTED SQUARE TO THE STREET ALIGNMENT, WHOLLY CONTAINED WITHIN THE SITE FRONTAGE FROM INVERT OF CHANNEL TO PROPERTY BOUNDARY. REFER GRC PLANNING SCHEME SC6.1.7.9.1 7. ONE ACCESS TO BE CONSTRUCTED PER ALLOTMENT UNLESS OTHERWISE APPROVED BY COUNCIL. REFER TO NOTES ON R-03 ONE ACCESS TO BE CONSTRUCTED PER ALLOTMENT UNLESS OTHERWISE APPROVED BY COUNCIL. REFER TO NOTES ON R-03 8. ROAD GULLY UNITS AND PIPEWORK MAY BE RELOCATED AT THE PROPERTY OWNER'S EXPENSE, SUBJECT TO COUNCIL APPROVAL. ROAD GULLY UNITS AND PIPEWORK MAY BE RELOCATED AT THE PROPERTY OWNER'S EXPENSE, SUBJECT TO COUNCIL APPROVAL. 9. CROSSING TO BE LOCATED CLEAR OF ALL SERVICE AUTHORITY'S FITTINGS, MANHOLES AND PITS. SUBJECT TO COUNCIL APPROVAL, WHERE THIS CANNOT BE ACHIEVED, EXISTING SERVICE CROSSING TO BE LOCATED CLEAR OF ALL SERVICE AUTHORITY'S FITTINGS, MANHOLES AND PITS. SUBJECT TO COUNCIL APPROVAL, WHERE THIS CANNOT BE ACHIEVED, EXISTING SERVICE PITS ARE TO BE CONTAINED WITHIN THE AREA OF THE NEW DRIVEWAY, PIT SURFACE TO MATCH APPROVED DRIVEWAY FINISHED SURFACE LEVELS. 10. KERB ADAPTORS AND ASSOCIATED ROOFWATER DRAINAGE TO BE LOCATED CLEAR OF VEHICULAR CROSSINGS. KERB ADAPTORS AND ASSOCIATED ROOFWATER DRAINAGE TO BE LOCATED CLEAR OF VEHICULAR CROSSINGS. 11. COUNCIL WILL NOT RELOCATE RAISED TRAFFIC MEDIANS OR PROVIDE BREAKS IN RAISED TRAFFIC MEDIANS TO ALLOW DRIVEWAY ACCESS. COUNCIL WILL NOT RELOCATE RAISED TRAFFIC MEDIANS OR PROVIDE BREAKS IN RAISED TRAFFIC MEDIANS TO ALLOW DRIVEWAY ACCESS. 12. FOR WATER SENSITIVE URBAN DESIGN VERGES, THE VEHICULAR CROSSING IS SUBJECT TO COUNCIL DESIGN AND APPROVAL. FOR WATER SENSITIVE URBAN DESIGN VERGES, THE VEHICULAR CROSSING IS SUBJECT TO COUNCIL DESIGN AND APPROVAL. 13. LONGITUDINAL GRADES ALONG PROPERTY BOUNDARY MUST ALLOW FOR FREE DRAINAGE AND PEDESTRIAN SAFETY. LONGITUDINAL GRADES ALONG PROPERTY BOUNDARY MUST ALLOW FOR FREE DRAINAGE AND PEDESTRIAN SAFETY. 14. PATH ZONE WIDTH MAY VARY TO MATCH EXISTING CONCRETE PATHWAYS AND VERGE PROFILES. PATH EARTHWORKS ADJOINING CONCRETE MUST BE WELL COMPACTED. PATH ZONE WIDTH MAY VARY TO MATCH EXISTING CONCRETE PATHWAYS AND VERGE PROFILES. PATH EARTHWORKS ADJOINING CONCRETE MUST BE WELL COMPACTED. 15. EARTHWORKS CUT AND FILL BATTERS FROM EDGE OF DRIVEWAY OR PATH TO NATURAL SURFACE TO BE MAXIMUM GRADE OF 1:6 AND FULLY TOPSOILED AND TURFED. EARTHWORKS CUT AND FILL BATTERS FROM EDGE OF DRIVEWAY OR PATH TO NATURAL SURFACE TO BE MAXIMUM GRADE OF 1:6 AND FULLY TOPSOILED AND TURFED. 16. EXISTING PATH TO BE LONGITUDINALLY TRANSITIONED TO NEW DRIVEWAY AT A MAXIMUM GRADE OF 1:10. EXISTING PATH TO BE LONGITUDINALLY TRANSITIONED TO NEW DRIVEWAY AT A MAXIMUM GRADE OF 1:10. 17. PLAIN CONCRETE SURFACES TO BE BROOM FINISHED. AS PER R-10 PLAIN CONCRETE SURFACES TO BE BROOM FINISHED. AS PER R-10 18. DECORATIVE SURFACES ARE SUBJECT TO COUNCIL APPROVAL. WHERE APPROVED, FINISHED SURFACE IS TO HAVE A MAXIMUM 5mm DEPTH VARIATION. ALL FINISHED SURFACES OF DECORATIVE SURFACES ARE SUBJECT TO COUNCIL APPROVAL. WHERE APPROVED, FINISHED SURFACE IS TO HAVE A MAXIMUM 5mm DEPTH VARIATION. ALL FINISHED SURFACES OF DRIVEWAYS ARE TO COMPLY WITH THE REQUIREMENTS OF AS/NZS 3661.1 SLIP RESISTANCE OF PEDESTRIAN SURFACES. EXPOSED AGGREGATE FINISH SUBJECT TO COUNCIL APPROVAL DUE TO ENVIRONMENTAL REASONS. 19. CONCRETE SURFACE TOLERANCE TO BE +5mm AND -0mm OVER 3m SECTIONS. CONCRETE SURFACE TOLERANCE TO BE +5mm AND -0mm OVER 3m SECTIONS. 20. CONCRETE TO BE MINIMUM GRADE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600. CONCRETE TO BE MINIMUM GRADE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600. 21. CONCRETE CONSTRUCTION TO COMPLY WITH THE REQUIREMENTS OF AS 3600 CONCRETE CODE. CONCRETE CONSTRUCTION TO COMPLY WITH THE REQUIREMENTS OF AS 3600 CONCRETE CODE. 22. REINFORCEMENT FABRIC TO AS 1304, 50mm TOP AND EDGE COVER, LAP FABRIC 250mm. REINFORCEMENT FABRIC TO AS 1304, 50mm TOP AND EDGE COVER, LAP FABRIC 250mm. 23. CONTROL JOINTS ARE TO BE SEALED WITH A LOW MODULUS SELF PRIMING SEALANT TO THE MANUFACTURERS SPECIFICATIONS. CONTROL JOINTS ARE TO BE SEALED WITH A LOW MODULUS SELF PRIMING SEALANT TO THE MANUFACTURERS SPECIFICATIONS. 24. MAINTENANCE OF THE CROSSINGS ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. MAINTENANCE OF THE CROSSINGS ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. 25. DRAWING TO BE READ IN CONJUNCTION WITH R-03 AND R-04. DRAWING TO BE READ IN CONJUNCTION WITH R-03 AND R-04. 26. CROSSFALL OF EXISTING PAVEMENT ADJACENT TO THE DRIVEWAY TO BE CHECKED. IF CROSSFALL EXCEEDS 3%, COUNCIL WILL DECIDE IF DRIVEWAY NEEDS TO BE REDESIGNED TO CROSSFALL OF EXISTING PAVEMENT ADJACENT TO THE DRIVEWAY TO BE CHECKED. IF CROSSFALL EXCEEDS 3%, COUNCIL WILL DECIDE IF DRIVEWAY NEEDS TO BE REDESIGNED TO ENSURE SATISFACTORY CLEARANCE FOR VEHICLES. 27. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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WIDTH OF DRIVEWAYS

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TYPE

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DESCRIPTION

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MAXIMUM WIDTH (W1)

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MINIMUM WIDTH (W1)

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MINIMUM WIDTH (W2)

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MAXIMUM WIDTH AT PROPERTY BOUNDARY (W3)

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1

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SINGLE GARAGE ACCESS

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6.0m

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3.0m

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3.0m

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3.0m

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2

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DOUBLE GARAGE ACCESS

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6.0m

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3.0m

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3.0m

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6.0m

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3

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3 OR MORE ACCESS UNITS

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6.0m

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3.0m

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5.0m

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6.0m

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DWELLING HOUSE

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PROPERTY BOUNDARY

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INVERT OF K&C

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B

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B

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REVIEW

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HEIGHT ABOVE

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INVERT OF CHANNEL (mm)

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DISTANCE FROM

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INVERT OF CHANNEL (m)

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0.0

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0.0

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1.5

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188

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3.0

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225

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3.5

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250*

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1 ON 8

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1 ON 40

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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SHEET

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OF

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Job Number

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APPROVED

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DATE

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Date

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Surv No.

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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INVERT CROSS OVER

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DRIVEWAY SLAB

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DWELLING HOUSE TYPE

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-03

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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C

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D

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NOT TO SCALE

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SAWCUT ALL KERBS TO ALLOW CLEAN REMOVAL OF BACK OF KERB & CHANNEL.

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CONTROL JOINT.

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12.5%%%

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2.5%%%

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5%%%

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1 ON 20

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CARPORT/GARAGE SLAB

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CARPORT/GARAGE SLAB

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1 ON 6

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1 ON 20

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1 ON 4

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1 ON 6

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1 ON 4

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TYPICAL PROFILE DRIVEWAY ACCESS

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PLAN - DRIVEWAY SLAB

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PROPERTY BOUNDARY

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PROPERTY BOUNDARY

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KERB INVERT

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MINIMUM

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DOWELLED EXPANSION JOINT. REFER TO R-09.

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ALTERNATIVE ALIGNMENT.

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REFER TO SECTION BELOW.

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EXISTING PATH TO BE SAW CUT AND REMOVED PRIOR TO CROSSING CONSTRUCTION.

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SAW CUT TO ALLOW CLEAN REMOVAL OF BACK OF KERB AND CHANNEL.

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NOTES: 1. SERVICES & ROAD FURNITURE WILL NOT BE SERVICES & ROAD FURNITURE WILL NOT BE MOVED FOR DRIVEWAYS. 2. THIS DRAWING IS TO BE READ IN CONJUNCTION THIS DRAWING IS TO BE READ IN CONJUNCTION WITH R-02 3. DRIVEWAYS AND CROSSOVERS IN URBAN AREAS DRIVEWAYS AND CROSSOVERS IN URBAN AREAS HAVING A FRONTAGE OF: a. LESS THAN 40m - ONE LESS THAN 40m - ONE CROSSOVER IS PROVIDED # b. MORE THAN 40m- NO MORE THAN MORE THAN 40m- NO MORE THAN TWO CROSSOVERS ARE PROVIDED AND THE CROSSOVERS ARE SEPARATED BY 12m (MIN) # 4. FOR THE PURPOSE OF THE DRAWING FOR THE PURPOSE OF THE DRAWING ONLY A "DWELLING HOUSE" INCLUDES A DUPLEX UNIT AND A PROPERTY COMPRISING THREE OR LESS DOMESTIC UNITS. 5. FOOTPATH ZONE WIDTH MAY VARY TO MATCH FOOTPATH ZONE WIDTH MAY VARY TO MATCH EXISTING CONCRETE PATHWAYS AND VERGE PROFILES. PATH EARTHWORKS ADJOINING CONCRETE MUST BE WELL COMPACTED. # RESTRICTIONS MAY BE REMOVED/REDUCED DUE RESTRICTIONS MAY BE REMOVED/REDUCED DUE TO EXISTING SITE CONDITIONS/CONSTRAINTS AND MUST BE APPROVED BY COUNCIL ENGINEER. * DRIVEWAYS MUST ACHIEVE A HIGH POINT OF DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE INVERT OF KERB TO ENSURE STORMWATER IS CONTAINED WITHIN ROAD RESERVE AS PER REQUIREMENT OF QUDM (QUEENSLAND URBAN DRAINAGE MANUAL). THIS CONSTRAINT MAY BE VARIED UPON APPROVAL FROM COUNCIL ENGINEER.

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KERB AND CHANNEL.

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SETOUT REQUIREMENTS

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CONTROL JOINT IF REQUIRED.

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SL62 REINFORCING FABRIC PLACED CENTRALLY.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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7.7%

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VARIES

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VARIES

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NOTES: 1.BRIDGED PROPERTY ACCESS MAY BE USED WHERE A STANDARD INVERT CROSS OVER IS NOT BRIDGED PROPERTY ACCESS MAY BE USED WHERE A STANDARD INVERT CROSS OVER IS NOT ACHIEVABLE AND MUST BE APPROVED BY COUNCIL ENGINEER. 2.SCRIBE SHRINKAGE JOINTS AT MINIMUM 1.5m SPACING IN CONCRETE TRACKS. SCRIBE SHRINKAGE JOINTS AT MINIMUM 1.5m SPACING IN CONCRETE TRACKS. 3.PAVER MAY BE 60mm MINIMUM DENTATED INTERLOCKING CONCRETE PAVERS, 75mm MINIMUM PAVER MAY BE 60mm MINIMUM DENTATED INTERLOCKING CONCRETE PAVERS, 75mm MINIMUM RECTANGULAR CONCRETE PAVERS OR 75mm MINIMUM CLAY BRICK PAVERS. 4.PAVING SHALL BE TO A SMOOTH PROFILE WITH EDGES MATCHING ADJACENT SURFACES. PAVING SHALL BE TO A SMOOTH PROFILE WITH EDGES MATCHING ADJACENT SURFACES. 5.PAVERS SHALL COMPLY WITH RELEVANT AUSTRALIAN STANDARDS AND SHALL BE CONSTRUCTED PAVERS SHALL COMPLY WITH RELEVANT AUSTRALIAN STANDARDS AND SHALL BE CONSTRUCTED TO ACHIEVE MAXIMUM INTERLOCK. 6.ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE. ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE. 7.WHEN DESIGNING BRIDGED DRIVEWAY CONSIDER EFFECTIVE OPENING FOR CHILD SAFETY (QUDM WHEN DESIGNING BRIDGED DRIVEWAY CONSIDER EFFECTIVE OPENING FOR CHILD SAFETY (QUDM 7.4.2(a) & 7.5.3 (f)). ITS ASSUMED THIS WOULD BE VERY LOW RISK & NOT APPLICABLE. 8.TO BE READ IN CONJUNCTION WITH STD DRAWING NO. R-02 & R-03 TO BE READ IN CONJUNCTION WITH STD DRAWING NO. R-02 & R-03 #NOT TO EXTEND BEYOND MINIMUM 3.0m TRAFFIC LANE.NOT TO EXTEND BEYOND MINIMUM 3.0m TRAFFIC LANE.

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B

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B

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REVIEW

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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SHEET

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OF

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Job Number

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Construction Date

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Drawn

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APPROVED

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DATE

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Date

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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INVERT CROSS OVER

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DRIVEWAY TRACKS, PAVERS OR BRIDGE

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DWELLING HOUSE TYPE

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-04

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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C

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D

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NOT TO SCALE

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PLAN - DRIVEWAY SLAB (PAVED)

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SEGMENTAL PAVING

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TILED PAVING

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INVERT OF K&C

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DWELLING HOUSE TYPE ALTERNATIVES

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PAVERS, REFER TO NOTE 3, 4 & 5.

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150mm WIDE MINIMUM CONCRETE EDGE RESTRAINT POURED PRIOR TO LAYING PAVERS WITH 2 N12 BARS.

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TILES SET IN CONCRETE.

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ONE LAYER SL62 REINFORCING FABRIC PLACED CENTRALLY.

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BRIDGED PROPERTY ACCESS PICTORIAL VIEW

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ASPHALT APRON.

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CONCRETE TRANSITIONS.

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KERB AND CHANNEL.

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PLAN - DRIVEWAY TRACKS

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INVERT OF K&C

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PROPRIETARY MEDIUM DUTY GALVANISED STEEL GRATE NOMINAL 450mm WIDE. (WEBFORGE MTG45C OR SIMILAR)

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125mm CONCRETE DRIVEWAY TO GRC. STD. DWG. NO. R-03

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N12 DOWEL BARS 300mm LONG AT 900mm CRS.

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REMOVE BACK OF KERB

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ASPHALT APRON

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PATHWAY WHERE SHOWN

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PATHWAY WHERE SHOWN

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CONCRETE TRANSITION

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W1REFER TO R-03 TABLE REFER TO R-03 TABLE W2REFER TO R-03 TABLE REFER TO R-03 TABLE W3REFER TO R-03 TABLE REFER TO R-03 TABLE

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NOMINAL 450mm WIDE CLASS C TRENCH GRATE.

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TRAFFIC LANE

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PLAN- BRIDGED

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SECTION-BRIDGED

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100mm (NOM) TYPE 2.1 COMPACTED GRAVEL.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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NOTES: 1. ALL CONCRETE TO BE GRADE N32 IN ACCORDANCE WITH AS 1379. ALL CONCRETE TO BE GRADE N32 IN ACCORDANCE WITH AS 1379. 2. REINFORCING FABRIC SHALL BE FULLY LAP JOINTED. REINFORCING FABRIC SHALL BE FULLY LAP JOINTED. 3. DEPTHS OF CONCRETE AND REINFORCING STEEL SHOWN ARE THE MINIMUM REQUIREMENTS FOR GOOD FOUNDATION DEPTHS OF CONCRETE AND REINFORCING STEEL SHOWN ARE THE MINIMUM REQUIREMENTS FOR GOOD FOUNDATION CONDITIONS AND AVERAGE TRAFFIC LOADING. WHERE THIS DOES NOT APPLY DEPTHS OF CONCRETE AND REINFORCING SHALL BE INCREASED ACCORDINGLY. 4. DIMENSION 'W' SHALL BE TO COUNCIL APPROVAL. REFER TO AS 2890.2. DIMENSION 'W' SHALL BE TO COUNCIL APPROVAL. REFER TO AS 2890.2. 5. WHERE DEVELOPMENT APPROVAL DOES NOT REQUIRE ACCESS ONTO PROPERTY BY GARBAGE TRUCK OR SIMILAR HEAVY WHERE DEVELOPMENT APPROVAL DOES NOT REQUIRE ACCESS ONTO PROPERTY BY GARBAGE TRUCK OR SIMILAR HEAVY VEHICLE, SLAB THICKNESS MAY BE REDUCED TO 150mm. FOR SOLELY CAR USE, SLAB THICKNESS MAY BE REDUCED TO 125mm. 6. ALL ADJACENT ASPHALT OR CONCRETE SURFACES & PAVEMENTS TO BE SAW CUT. ALL ADJACENT ASPHALT OR CONCRETE SURFACES & PAVEMENTS TO BE SAW CUT. 7. REFER TO GRC STD DWG NO. R-02 FOR PROHIBITED LOCATIONS OF DRIVEWAYS. REFER TO GRC STD DWG NO. R-02 FOR PROHIBITED LOCATIONS OF DRIVEWAYS. 8. ALL APPROPRIATE PERMITS/APPROVALS MUST BE OBTAINED FROM COUNCIL, INCLUDING APPROVAL OF LOCATION AND ALL APPROPRIATE PERMITS/APPROVALS MUST BE OBTAINED FROM COUNCIL, INCLUDING APPROVAL OF LOCATION AND LEVELS PRIOR TO EXCAVATION. 9. VALVES AND HYDRANTS LOCATED WITHIN DRIVEWAYS SHALL HAVE HDPE SURROUND OR EQUIVALENT PLACED BETWEEN VALVES AND HYDRANTS LOCATED WITHIN DRIVEWAYS SHALL HAVE HDPE SURROUND OR EQUIVALENT PLACED BETWEEN THE SERVICE BOX AND THE CONCRETE. 10. FOR GRADES ON DRIVEWAYS THAT GO ACROSS VERGE INTO PROPERTY REFER TO AS2890.1 SECTION 3.3. FOR GRADES ON DRIVEWAYS THAT GO ACROSS VERGE INTO PROPERTY REFER TO AS2890.1 SECTION 3.3. 11. MAINTENANCE OF THE CROSSINGS ARE THE RESPONSIBILITY OF THE PROPERTY OWNER.MAINTENANCE OF THE CROSSINGS ARE THE RESPONSIBILITY OF THE PROPERTY OWNER.

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CONSTRUCTION JOINT IF ORDERED

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PROPERTY

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BOUNDARY

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* FOR COMMERCIAL USE WITH CAR TRAFFIC SOLELY, DIMENSION FOR COMMERCIAL USE WITH CAR TRAFFIC SOLELY, DIMENSION CAN BE REDUCED TO 1.0m (W + 2.0m ALONG CHANNEL). REFER TO NOTE NO. 4. ** DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE INVERT OF KERB TO ENSURE STORMWATER IS CONTAINED WITHIN ROAD RESERVE AS PER REQUIREMENT OF QUDM (QUEENSLAND URBAN DRAINAGE MANUAL). THIS CONSTRAINT MAY BE VARIED UPON APPROVAL FROM COUNCIL ENGINEER.

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INVERT OF K&C

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B

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B

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REVIEW

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PROPERTY BOUNDARY

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INVERT OF K&C

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HEIGHT ABOVE

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INVERT OF CHANNEL (mm)

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DISTANCE FROM

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INVERT OF CHANNEL (m)

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0.0

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0.0

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1.5

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188

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3.0

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225

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3.5

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250**

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1 ON 8

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1 ON 40

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1 ON 20

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C

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LAWRY O'BRIEN

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03/12

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C

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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OF

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Job Number

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DATE

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Date

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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INVERT CROSS OVER

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CONCRETE DRIVEWAY

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COMMERCIAL TYPE

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-05

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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PLAN - NOMINAL 4.0m VERGE

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DRIVEWAY PROFILE

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PLAN - > 4.0m VERGE

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CONSTRUCTION JOINT IF ORDERED

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INVERT OF K&C

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PROPERTY

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BOUNDARY

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12.5%%%

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2.5%%%

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5%%%

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ALL OF CHANNEL IS TO BE REMOVED WHERE CONSTRUCTING ONTO EXISTING KERB & CHANNEL.

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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D

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NOT TO SCALE

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ONE LAYER SL72 REINFORCING FABRIC 50mm COVER (BOTTOM).

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MINIMUM 50mm COMPACTED SAND BEDDING LAYER.

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EXTEND REINFORCING FABRIC INTO CHANNEL


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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NOTES: 1. PRECAST INLET UNITS TO BE 2.4m OR 3.6m CHANNEL LIP IN LINE PROFILE, PRECAST INLET UNITS TO BE 2.4m OR 3.6m CHANNEL LIP IN LINE PROFILE, IN ACCORDANCE WITH TMR STD DWG NO. 1443 & 1444. 2. PIT REFERENCE POINT/SETOUT POINT IS GEOMETRIC CENTRE OF CHAMBER. PIT REFERENCE POINT/SETOUT POINT IS GEOMETRIC CENTRE OF CHAMBER. 3. PIPE ENDS TO BE TRIMMED FLUSH WITH INTERNAL WALL AND REPAIRED SO AS PIPE ENDS TO BE TRIMMED FLUSH WITH INTERNAL WALL AND REPAIRED SO AS TO PROVIDE REQUIRED CONCRETE COVER TO PIPE REINFORCING. 4. CUT SURFACES OF CONCRETE DRAINAGE COMPONENTS SHALL BE GIVEN TWO CUT SURFACES OF CONCRETE DRAINAGE COMPONENTS SHALL BE GIVEN TWO COATS OF A TAR EPOXY PAINT. 5. PRECAST RC SHAFTS TO BE USED FOR DEPTHS (LIP OF CHANNEL TO INVERT PRECAST RC SHAFTS TO BE USED FOR DEPTHS (LIP OF CHANNEL TO INVERT OF PIT) GREATER THAN 0.9m. 6. THE PLAN OF THE TOP OF PIT IS TO BE CONSTRUCTED AS FOLLOWS: THE PLAN OF THE TOP OF PIT IS TO BE CONSTRUCTED AS FOLLOWS: A. LEVEL WHEN MEASURED AT RIGHT ANGLES TO THE LINE OF THE LIP LEVEL WHEN MEASURED AT RIGHT ANGLES TO THE LINE OF THE LIP OF CHANNEL. B. TO THE SAME GRADE AS THE LIP OF CHANNEL WHEN MEASURED TO THE SAME GRADE AS THE LIP OF CHANNEL WHEN MEASURED PARALLEL TO THE LINE OF THE LIP OF CHANNEL. 7. ROUND ENTRANCE TO OUTLET PIPE AT A RADIUS OF ONE-TWELFTH OF THE ROUND ENTRANCE TO OUTLET PIPE AT A RADIUS OF ONE-TWELFTH OF THE OUTLET DIAMETER PIPE. 8. WHERE PRACTICAL, DIRECT INLET PIPES TOWARDS THE BARREL OF THE OUTLET WHERE PRACTICAL, DIRECT INLET PIPES TOWARDS THE BARREL OF THE OUTLET PIPE. 9. MINIMUM ACCEPTABLE PIT BENCHING SHOWN. WHERE PRACTICAL, APPLY FULL MINIMUM ACCEPTABLE PIT BENCHING SHOWN. WHERE PRACTICAL, APPLY FULL PIT BENCHING IN ACCORDANCE WITH QUDM.

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PLAN - PRECAST INLET UNIT (WITH 900x900 IN-SITU PIT)

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PLAN - PRECAST INLET UNIT (WITH 1050 RCP SHAFT)

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SECTIONAL ELEVATION (WITH 900x900 IN-SITU PIT)

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SECTIONAL ELEVATION (WITH 1050 RCP SHAFT)

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PRECAST INLET UNIT CONFIGURATION

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B

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B

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REVIEW

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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C

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1050 PRECAST RC ACCESS CHAMBER.

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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SHEET

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OF

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DATE

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Date

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Surv No.

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Designed

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R.P.E.Q.

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Rev Date 07/12

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DRAINAGE PITS

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KERB INLET - LIP IN LINE

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INSTALLATION DETAILS

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-06

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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NOT TO SCALE

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D

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CAST IN-SITU PIT.

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RCP

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INSIDE FACE OF CHAMBER TO MATCH FRONT OF GRATE.

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LIP OF CHANNEL

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LIP OF CHANNEL

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RCP

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MINIMUM

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MINIMUM

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MINIMUM

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PIT

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1050 RCP

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RCP

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MORTAR

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FOOTPATH

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LIP LINE

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PAVEMENT

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TOP OF CHAMBER

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LIP OF CHANNEL

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KERB & CHANNEL.

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LIP LINE

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KERB & CHANNEL.

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TOP OF CHAMBER

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LIP OF CHANNEL

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MINIMUM

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MINIMUM

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MINIMUM

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PIT

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RCP

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MORTAR

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FOOTPATH

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PAVEMENT

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BARRIER KERB

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AND CHANNEL

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MOUNTABLE KERB

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AND CHANNEL

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LIP OF CHANNEL

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LIP OF CHANNEL

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FLOW

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NOMINAL

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NOMINAL


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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NOTES: 1. PAVEMENT DEPTH TO BE DETERMINED FOLLOWING IN-SITU SUBGRADE TESTING. PAVEMENT DEPTH TO BE DETERMINED FOLLOWING IN-SITU SUBGRADE TESTING. 2. FOR CURVE WIDENING AND SUPERELEVATION, REFER TO AUSTROADS. FOR CURVE WIDENING AND SUPERELEVATION, REFER TO AUSTROADS. 3. CARRIAGEWAY WIDTH IS DETERMINED ON THE ANNUAL AVERAGE DAILY TRAFFIC (ESTIMATED), CARRIAGEWAY WIDTH IS DETERMINED ON THE ANNUAL AVERAGE DAILY TRAFFIC (ESTIMATED), (NOT APPLICABLE TO DEVELOPMENT WORKS, REFER TO GRC PLANNING SCHEME TABLE NOT APPLICABLE TO DEVELOPMENT WORKS, REFER TO GRC PLANNING SCHEME TABLE , REFER TO GRC PLANNING SCHEME TABLE SC6.2): FOR AADT < 400 W = 7.00m AADT < 400 W = 7.00m < 400 W = 7.00m W = 7.00m FOR 400 < AADT < 2000 W = 8.00m 400 < AADT < 2000 W = 8.00m < AADT < 2000 W = 8.00m W = 8.00m FOR AADT > 2000 W = 9.00m AADT > 2000 W = 9.00m > 2000 W = 9.00m W = 9.00m FOR AADT < 50 USE SINGLE LANE AADT < 50 USE SINGLE LANE < 50 USE SINGLE LANE USE SINGLE LANE 4. SINGLE LANE CROSS SECTION NOT APPLICABLE IN DEVELOPMENTS.SINGLE LANE CROSS SECTION NOT APPLICABLE IN DEVELOPMENTS.

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LEGEND 2 COAT BITUMEN SEAL (SINGLE COAT IF APPROVED BY THE DIRECTOR OF INFRASTRUCTURE SERVICES). 100mm DEPTH BASE COURSE (MINIMUM) AS SPECIFIED. 100mm DEPTH SUBBASE (MINIMUM) AS SPECIFIED. MINIMUM TABLE-DRAIN DEPTH 200mm BELOW SUBGRADE. FILL MATERIAL WON FROM SITE. SELECTED SHOULDER MATERIAL AS SPECIFIED. WHERE SUBGRADE COINCIDES WITH FINISHED STRIPPED SURFACE, IT IS TO BE TYNED AND RECOMPACTED TO ACHIEVE THE SPECIFIED SUBGRADE COMPACTION REQUIREMENT. 100mm MINIMUM DEPTH OF TOPSOIL TO BE STRIPPED AS SPECIFIED IN C213.07. 4.0m NOMINAL (3.0m MIN) VERGE WIDTH. 3.0m AT CUL-DE-SAC HEAD. SERVICE CORRIDOR AND ALIGNMENTS AS PER GRC STD DWG NO. R-08. .

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*EXTEND SEAL COAT ON BATTERS WHERE SUPERELEVATION IS POSITIVE.

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SINGLE LANE - TYPICAL SECTION

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TWO LANE - TYPICAL SECTION

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# STEEPER SLOPES MAY BE CONSIDERED DUE TO SITE CONSTRICTIONS/CONDITIONS, IN ACCORDANCE WITH AUSTROADS GUIDE. 1 ON 4 (OR FLATTER) MAY ENTER SERVICE CORRIDOR.

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B

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B

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REVIEW

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WHERE: H1 < 1.0m SLOPE 1:4 MAXIMUM. H1 < 1.0m SLOPE 1:4 MAXIMUM. H1 > 1.0m SLOPE 1:2 MAXIMUM.

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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Plan Description

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DRAWING N

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FULL

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A3

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m.

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A

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A

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o

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Date

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Surv No.

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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RURAL ROAD

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TYPE CROSS SECTION

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-07

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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NOT TO SCALE

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C

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D

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1

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2

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3

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4

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5

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6

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7

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8

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9

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9

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PROPERTY BOUNDARY

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NATURAL SURFACE

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4

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"W" SEALED PAVEMENT - WIDTH VARIES (SEE NOTE 3)

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2 COAT BITUMEN SEAL

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*

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2

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3

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7

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1

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8

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5

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ROAD EDGE GUIDE POSTS ON L&R SHOULDER AS PER TMR STD DWG NO. 1356.

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PROPERTY BOUNDARY

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9

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2

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1

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1

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4

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1

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4

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4

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1

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3.0%%%

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3.0%%%

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4

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6

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7

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8

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2

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1

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3

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6

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5

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NATURAL SURFACE

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9

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WHERE: H1 < 1.0m SLOPE 1:4 MAXIMUM. H1 < 1.0m SLOPE 1:4 MAXIMUM. H1 > 1.0m SLOPE 1:2 MAXIMUM.

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ROAD EDGE GUIDE POSTS ON L&R SHOULDER AS PER TMR STD DWG NO. 1356.

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PROPERTY BOUNDARY

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PROPERTY BOUNDARY

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9

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1

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4

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3.0%%%

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3.0%%%

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4.0%%%

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4.0%%%

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4

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1

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4#

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1

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2#

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1

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2 COAT BITUMEN SEAL


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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NOTES: 1. # WHERE WATER, & ELECTRICITY / TELECOMMUNICATIONS PERMITTED # WHERE WATER, & ELECTRICITY / TELECOMMUNICATIONS PERMITTED ON SAME SIDE, ADOPT A 2.3m OFFSET FROM PROPERTY BOUNDARY ON SAME SIDE, ADOPT A 2.3m OFFSET FROM PROPERTY BOUNDARY FOR WATER AND 0.5m OFFSET FOR ELECTRICITY / TELECOMMUNICATIONS.FOR WATER AND 0.5m OFFSET FOR ELECTRICITY / TELECOMMUNICATIONS.

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U/G ELECTRICITY & TELECOMMUNICATIONS#

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WATER/SEWERAGE#

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SEWER - GENERALLY LOCATED WITHIN PROPERTIES (STREET FRONTAGE LOTS ONLY)

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SERVICE CORRIDOR

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KERB INVERT

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B

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B

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REVIEW

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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REFER TO GRC STD DWG NO. R-09

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STORMWATER DRAINAGE TO SUIT STANDARD DRAINAGE PITS. REFER TO GRC STD DWG NO. R-06.

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BACK OF KERB

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REFER TO GRC STD DWG NO. R-09 FOR CONCRETE FOOTPATH DETAILS AND LOCATION OF PATH IN RELATION TO TREES AND FIXED OBJECTS.

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FOOTPATH PREFERABLY ON OPPOSITE SIDE TO WATER MAIN

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PROPERTY BOUNDARY

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TYPICAL SECTION

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O/H ELECTRICITY / STREETLIGHT POLE

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PROPERTY BOUNDARY

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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OF

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DATE

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Date

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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FOOTPATH ALLOCATION

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TYPICAL SERVICE CORRIDORS AND ALIGNMENTS

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-08

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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NOT TO SCALE

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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C

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D


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

R:\ACAD\ASTD\R-09.DWG, 26/04/2017 4:30:13 PM

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NOTES: 1. 3.0m ABSOLUTE MINIMUM WIDTH MAY BE APPROVED WHERE CIRCUMSTANCES DICTATE, E.G. HEAD OF CUL-DE-SAC, CBD AREAS 3.0m ABSOLUTE MINIMUM WIDTH MAY BE APPROVED WHERE CIRCUMSTANCES DICTATE, E.G. HEAD OF CUL-DE-SAC, CBD AREAS ETC. POWER POLE ALIGNMENT TO BE NEGOTIATED BY PROPONENT IN SUCH CIRCUMSTANCES. 2. 1.5m (MIN) WIDE FOOTPATH TO BE USED AT TIN CAN BAY, RAINBOW BEACH AND COOLOOLA COVE AND WHEREVER 1.5m (MIN) WIDE FOOTPATH TO BE USED AT TIN CAN BAY, RAINBOW BEACH AND COOLOOLA COVE AND WHEREVER CONDITIONED. HIGH USE OR JOINT USE PATHWAYS TO BE 2.5 (MIN). 3. WHERE > 1.2m FOOTPATH STIPULATED, PATHWAY TO MEANDER AROUND POWER POLE/STREETLIGHT POST AT 10.0m RADIUS. WHERE > 1.2m FOOTPATH STIPULATED, PATHWAY TO MEANDER AROUND POWER POLE/STREETLIGHT POST AT 10.0m RADIUS. 4. PATH TO MEANDER SUCH THAT THE EDGE IS MINIMUM 1.0m CLEAR OF CENTRE OF TREES. PATH TO MEANDER SUCH THAT THE EDGE IS MINIMUM 1.0m CLEAR OF CENTRE OF TREES. 5. EXPANSION AND CONTROL JOINTS TO BE SEALED WITH A LOW MODULUS SELF PRIMING SEALANT TO THE MANUFACTURERS EXPANSION AND CONTROL JOINTS TO BE SEALED WITH A LOW MODULUS SELF PRIMING SEALANT TO THE MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE SEALANT IS TO MATCH THE ADJOINING SURFACE FINISH. 6. CONCRETE TO BE GRADE N32 AS 1379 AND AS 3600. CONCRETE TO BE GRADE N32 AS 1379 AND AS 3600. 7. WHERE APPROVED, CONCRETE SHALL BE REINFORCED WITH CLASS 2 MACRO STRUCTURAL SYNTHETIC POLYMER FIBRES IN WHERE APPROVED, CONCRETE SHALL BE REINFORCED WITH CLASS 2 MACRO STRUCTURAL SYNTHETIC POLYMER FIBRES IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION FOR THE SPECIFIED DESIGN LOAD. 8. FOR STEEL MESH REINFORCED PATHS AT DOWELLED EXPANSION JOINTS: MESH IS TO BE STOPPED 75mm FROM THE JOINT, BE FOR STEEL MESH REINFORCED PATHS AT DOWELLED EXPANSION JOINTS: MESH IS TO BE STOPPED 75mm FROM THE JOINT, BE PLACED UNDER THE DOWELS AND CHAIRED AT MINIMUM 50mm COVER FROM BOTTOM TO DETER THE MESH DEFLECTION INTERFERING WITH THE DOWELS. 9. SURFACE TO BE NON-SLIP CONCRETE FINISH TO AS 1428.1. SURFACE TO BE NON-SLIP CONCRETE FINISH TO AS 1428.1. 10. WHERE A VEHICLE CROSSING POINT, OR PATH IS SUBJECT TO LONGITUDINAL TRAFFIC THE PATHWAY DETAILS SHALL BE PER WHERE A VEHICLE CROSSING POINT, OR PATH IS SUBJECT TO LONGITUDINAL TRAFFIC THE PATHWAY DETAILS SHALL BE PER RELEVANT RESIDENTIAL DRIVEWAY STANDARD DETAILS. 11. EXPANSION JOINTS TO BE AS PER DEPTH CLOSED CELL CROSS LINKED POLYETHYLENE FOAM (85 - 150 kg/m), OR 8.5mm EXPANSION JOINTS TO BE AS PER DEPTH CLOSED CELL CROSS LINKED POLYETHYLENE FOAM (85 - 150 kg/m), OR 8.5mm THICK BITUMEN IMPREGNATED COMPRESSED GRANULATED CORKBOARD, INSTALLATION TO MANUFACTURERS SPECIFICATIONS. SEAL SURFACE OF JOINT WITH A SUITABLE POLYURETHANE SEALANT. 12. ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.

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± 1 ON 6 (16.7%)MAXIMUM GRADE

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± 1 ON 4 (25%)MAXIMUM GRADE

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B

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B

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REVIEW

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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INVERT OF K&C

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TYPICAL SECTION

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SUBSOIL DRAIN AS PER IPWEA STD DWG NO. RS-140 AND RS-142. CLEANOUTS AT THE COMMENCEMENT OF EACH RUN AND AT 60m SPACING. OUTLETS AT MAXIMUM INTERVALS OF 150m.

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N32 CONCRETE FOOTPATH 100mm THICK ON VISQUEEN MEMBRANE (OR SIMILAR) AND 25mm SAND BEDDING (OR LEVEL SURFACE) SL62 MESH CENTRAL AND CONTROL JOINTS AT 2.6m CENTRES AND EXPANSION JOINTS AT 15.6m CENTRES.

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3.0%%%

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2.5%%% MAX

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Plan Description

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DRAWING N

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FULL

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A3

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m.

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Original Issue

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A

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A

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o

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OF

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DATE

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Date

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R.P.E.Q.

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Rev Date 07/12

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GYMPIE REGIONAL COUNCIL STANDARD DRAWINGS

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URBAN STREET

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TYPE CROSS SECTION

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ROADWAY SECTION AND CONCRETE FOOTPATH DETAILS

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-09

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1

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2

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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NOT TO SCALE

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C

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D

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LATERAL CLEARANCE FROM OBSTRUCTIONS. PREFERRED 1000mm. ABSOLUTE 500mm.

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SAW CUT

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EXISTING SEAL

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1

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2

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SEAL OVERLAP

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ROADWAY PAVEMENT JOIN DETAIL

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NEW SEAL

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TYPICAL SECTION WHERE NO KERB AND CHANNEL EXISTS

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**

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1

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**

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1

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2.5%%% MAXIMUM

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EXISTING EDGE OF BITUMEN

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PROPERTY BOUNDARY

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** 1 ON 6 DESIRABLE, ± 1 ON 6 DESIRABLE,± 1 ON 4 ABSOLUTE

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*EXISTING PAVEMENT TO BE CUT BACK 300mm EXISTING PAVEMENT TO BE CUT BACK 300mm MIN OR UNTIL STRUCTURALLY SOUND, FULL DEPTH PAVEMENT MATERIAL IS FOUND, WHICHEVER IS GREATER (SC6.1.7.1.2)

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TOP SOIL MINIMUM 100mm LIGHTLY COMPACTED & TURF STRIPS 600mm WIDE PLACED BESIDE FOOTPATH AND KERB. FULLY TURF OR SEED BALANCE AREA OF VERGE AS NECESSARY.

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TOP SOIL MINIMUM 100mm LIGHTLY COMPACTED & TURF STRIPS 600mm WIDE PLACED BESIDE FOOTPATH AND KERB. FULLY TURF OR SEED BALANCE AREA OF VERGE AS NECESSARY.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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A

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A

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o

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Rev Date 07/12

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GYMPIE REGIONAL COUNCIL STANDARD DRAWINGS

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URBAN STREET

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CONCRETE PATHWAY

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CONSTRUCTION DETAILS

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-09

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2

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2

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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NOT TO SCALE

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PATHWAY WIDENING/JOINING (MINIMUM WIDENING 800mm)

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SECOND POUR

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FIRST POUR

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DOWELLED EXPANSION JOINT DETAIL (DEJ) SHOWN AS DEJ ON PLANS

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CONTROL JOINT (CJ) EXPANSION JOINT (EJ) EXPANSION JOINT (EJ) EXPANSION JOINT (EJ) SHOWN AS C.J. ON PLANS SHOWN AS E.J. ON PLANS SHOWN AS C.J. ON PLANS SHOWN AS E.J. ON PLANSSHOWN AS C.J. ON PLANS SHOWN AS E.J. ON PLANS SHOWN AS E.J. ON PLANSSHOWN AS E.J. ON PLANS

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MINIMUM

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N12 DOWEL BAR EPOXY BINDED TO EXISTING CONCRETE.

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BITUMEN IMPREGNATED FIBRE BOARD OR EQUIVALENT.

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MINIMUM

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MINIMUM

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SL62 MESH CENTRAL.

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SAW CUT 1/3 DEPTH 6mm WIDTH, SEAL IN SANDY AREAS. SAW CUT 4 TO 12 HOURS AFTER LAYING DEPENDING ON CONDITIONS.

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INSTALL 400mm LENGTH STAINLESS STEEL DOWELS AT 600mm CENTRES. DOWELS 12 IN SLAB THICKNESS100mm.

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GREASED DOWEL WITH EXPANSION CAP.

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SEALANT - REFER TO NOTE 11 SHEET 1 R-09.

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DOWELLED OR PROPRIETARY JOINT SYSTEM.

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SL62 MESH CENTRAL.

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NEW PATH.

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N12 BARS LONGITUDINALLY.

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CJ

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CJ

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EJ

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EJ

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CJ

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EJ

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DESIRABLE

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KERB INVERT

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DEJ

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DEJ

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CONCRETE PATHWAYS - PART PLAN

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SEALANT

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NOTES: ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

·····

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Plan Description

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o

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Rev Date 07/12

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URBAN STREET

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CONCRETE PATHWAY

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FULL WIDTH

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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1

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1

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19/04/17

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SCALES AS SHOWN

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CJ

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CJ

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EJ

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CJ

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PROPERTY BOUNDARY

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ELECTRICITY OR LIGHT POLE.

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CONTROL JOINT. REFER TO GRC STD DWG NO. R-09 SHEET 2.

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EXPANSION JOINT. REFER TO GRC STD DWG NO. R-09 SHEET 2.

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EXPANSION JOINT BETWEEN CONCRETE PATH AND BACK OF KERB.

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SL62 MESH PLACED CENTRALLY.

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APPROVED SURFACE TYPES: PLAIN (BROOM FINISHED) CONCRETE # ASPHALT # EXPOSED AGGREGATE # STENCILED CONCRETE # COLOURED CONCRETE # SLAB WIDTHS ARE TO BE EQUAL UNLESS SPECIFIC ARCHITECTURAL TREATMENTS ARE SPECIFIED.

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NOMINAL FACE OF KERB.

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PLAN

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DETAIL A INSPECTION ACCESS FOR ELECTRICITY AND LIGHT POLES

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FOR BASE PLATE MOUNTED POLES

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FOR BURIED IN GROUND POLE

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WRAP POST IN 3x10 THICK LAYERS WITH CLOSED CELL CROSS LINKED POLYETHYLENE FOAM (85-150kg/m ) TO FULL DEPTH OF CONCRETE.3) TO FULL DEPTH OF CONCRETE.

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ALL ELECTRICITY AND LIGHT POLES

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NOTES: 1. ALL WORKMANSHIP AND MATERIALS TO COMPLY WITH AS 3600. ALL WORKMANSHIP AND MATERIALS TO COMPLY WITH AS 3600. 2. PATHS TO COMPLY WITH AUSTRALIAN STANDARDS AND COUNCIL REQUIREMENTS FOR ACCESS AND MOBILITY, PATHS TO COMPLY WITH AUSTRALIAN STANDARDS AND COUNCIL REQUIREMENTS FOR ACCESS AND MOBILITY, PARTICULARLY AS 1428. 3. ALL CONCRETE TO BE MINIMUM GRADE N32. ALL CONCRETE TO BE MINIMUM GRADE N32. 4. MESH TO BE SUPPORTED ON 60mm BAR CHAIRS. MESH TO OVERLAP MINIMUM 350mm. MESH TO BE SUPPORTED ON 60mm BAR CHAIRS. MESH TO OVERLAP MINIMUM 350mm. 5. PATH TO HAVE EVEN CROSSFALL OF 1:40 (2.5%) DOWN TOWARDS KERB (NOMINAL). PATH TO HAVE EVEN CROSSFALL OF 1:40 (2.5%) DOWN TOWARDS KERB (NOMINAL). 6. CONCRETE SHALL BE PLACED IN ALTERNATE PANELS. CONCRETE SHALL BE PLACED IN ALTERNATE PANELS. 7. CONTROL JOINTS PROVIDED IN KERB AND CHANNEL TO ALIGN WITH ALL JOINTING IN FULL WIDTH SLAB. CONTROL JOINTS PROVIDED IN KERB AND CHANNEL TO ALIGN WITH ALL JOINTING IN FULL WIDTH SLAB. 8. ENSURE STREETSCAPE ELEMENTS ARE CLEANED OF CONCRETE SLURRY OR SPRAY WHEN INSTALLED TO PREVENT ENSURE STREETSCAPE ELEMENTS ARE CLEANED OF CONCRETE SLURRY OR SPRAY WHEN INSTALLED TO PREVENT STAINING OR DAMAGE TO APPLIED SURFACE. 9. ALL DIMENSION IN MILLIMETRES UNLESS SHOWN OTHERWISE. ALL DIMENSION IN MILLIMETRES UNLESS SHOWN OTHERWISE. 10. REFER TO GRC STD DWG NO. R-09 (SHEET 1 AND 2) FOR SLAB THICKNESS, BEDDING, JOINING AND JOINTS. REFER TO GRC STD DWG NO. R-09 (SHEET 1 AND 2) FOR SLAB THICKNESS, BEDDING, JOINING AND JOINTS.

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FINISHES: # SUBJECT TO COUNCIL APPROVAL IN REFERENCE TO SPECIFIC APPROVED URBAN PALETTE SUBJECT TO COUNCIL APPROVAL IN REFERENCE TO SPECIFIC APPROVED URBAN PALETTE BROOM FINISH ENSURE SURFACE HAS A MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF PEDESTRIAN TRAVEL TO COMPLY WITH SLIP RESISTANCE REQUIREMENTS. EXPOSED AGGREGATE FINISH FOR EXPOSED AGGREGATE FINISH, ACID ETCH IN ACCORDANCE WITH CURRENT CEMENT AND CONCRETE ASSOCIATION OF AUSTRALIA - INFORMATION SHEET QD-9 'CLEANING OF EXPOSED AGGREGATE SURFACES.' SHOW AT LEAST 80% CLEAN, EVENLY DISTRIBUTED AGGREGATE. ALL AGGREGATE SHALL BE WELL BONDED TO THE CEMENT MATRIX. USE A WEAK MIX OF 10% COMMERCIAL HYDROCHLORIC ACID TO REMOVE CEMENT SLURRY. DO NOT ALLOW ACID TO ENTER GARDEN BEDS OR STORMWATER SYSTEM.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

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Plan Description

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DRAWING N

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FULL

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A3

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m.

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A

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A

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o

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Rev Date 07/12

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TYPE BAL LAYOUT

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RURAL SITE

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SIDE ROAD AADT < 100

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J.G.

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04/17

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-

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-

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-

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-

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-

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1

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1

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G.ALEXANDER

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19/04/17

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14933

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NOT TO SCALE

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THROUGH

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ROAD

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T.P.

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T.P.

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T.P.

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T.P.

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R 1

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SIDE ROAD

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MINIMUM LENGTH OF SEAL TO BE 10m.

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GIVE WAY / STOP LINE SET BACK. (WHERE THROUGH APPROACH IS STRAIGHT FOR MINIMUM 5 SECONDS TRAVEL SPEED)

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EDGE OF PAVEMENT.

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ALL ROADSIDE FURNITURE TO BE SITED TO AVOID CONTACT WITH TURNING PATH OF ARTICULATED VEHICLES.

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Ø

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70°

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90°

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110°

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R 1

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17

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13

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15

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15

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13

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17

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Sb

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R 1

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15

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7.0

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7.5

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13

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17

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8.0


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801

R:\ACAD\ASTD\R-14.dwg, 19/04/2017 3:01:41 PM

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NOTES: SAND CRUSHER DUST CRUSHER DUST SIEVE SIZE (mm) % PASSING SIEVE SIZE (mm) % PASSING % PASSING SIEVE SIZE (mm) % PASSING SIEVE SIZE (mm) % PASSING % PASSING 4.75 100 9.5 100 100 9.5 100 9.5 100 100 2.36 100-90 6.7 85-100 100-90 6.7 85-100 6.7 85-100 85-100 1.18 85-100 2.36 0-20 85-100 2.36 0-20 2.36 0-20 0-20 0.60 70-100 0.075 0-2 70-100 0.075 0-2 0.075 0-2 0-2 0.30 50-100 50-100 0.15 0-40 0-40 0.075 0-5 0-5 TO AS 2758.1 1. TO BE INSTALLED IN ACCORDANCE WITH AS 2566.1. TO BE INSTALLED IN ACCORDANCE WITH AS 2566.1. 2. BACKFILLING UNDER ROADS BACKFILLING UNDER ROADS - ALL UNBOUND GRAVEL & SELECT FILL TO BE COMPACTED TO 100% STANDARD COMPACTION TO AS 1289.5.2.1. - ALL CEMENT TREATED MATERIAL IS TO BE COMPACTED TO 100% STANDARD COMPACTION TO AS 1289.5.2.1. - ALL MATERIAL TO BE COMPACTED IN 100mm LAYERS. - ALL CEMENT STABILISED MATERIAL TO HAVE A 4% MINIMUM CEMENT BY DRY WEIGHT. 3. FOR USE IN COASTAL AREAS ONLY, SUBJECT TO APPROVAL FROM COUNCIL FOR USE IN COASTAL AREAS ONLY, SUBJECT TO APPROVAL FROM COUNCIL ENGINEER.

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PIPE (D)150-300 375-450 525-900

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X Y Y 300 100 100 300 150 150 300 150150

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B

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B

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REVIEW

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C

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REVIEW

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LAWRY O'BRIEN

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03/12

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TYPICAL SECTION

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D

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REVIEW

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GLENN ALEXANDER

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04/17

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C

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D

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SPRING LINE

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MINIMUM

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MINIMUM

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DRAWING N

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A

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o

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R.P.E.Q.

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Rev Date 07/12

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BURIED FLEXIBLE PIPELINES

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UNDER ROADS

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J.G.

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04/17

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-

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-

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-

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04/17

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-

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-

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-

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R-14

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1

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1

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GA

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14933

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NOT TO SCALE

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NOT TO SCALE


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801


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B

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B

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C

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03/12

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01/11

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LAWRY O'BRIEN

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ROSS CHAPMAN

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C

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Rev Date 07/12

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TABLE DRAIN CROSSING

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WITH VEHICULAR ACCESS

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J.G.

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04/17

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-

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-

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-

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-

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-

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1

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1

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14933

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NOTES: 1. ACCESS PIPE CROSSINGS TO BE PROVIDED AT LOCATIONS APPROVED BY COUNCIL. ACCESS PIPE CROSSINGS TO BE PROVIDED AT LOCATIONS APPROVED BY COUNCIL. 2. PROVIDE PROTECTION TO TABLE DRAINS & OUTLETS AS PER FIGURE 8.14. RENO MATTRESS (OR EQUIVALENT) PROVIDE PROTECTION TO TABLE DRAINS & OUTLETS AS PER FIGURE 8.14. RENO MATTRESS (OR EQUIVALENT) ACCEPTED. 3. MINIMUM GRADE THROUGH PIPE/CULVERT TO BE 1.0%. MINIMUM GRADE THROUGH PIPE/CULVERT TO BE 1.0%. 4. ROAD EDGE GUIDE POSTS TO BE LOCATED AT PIPE ENDS. ROAD EDGE GUIDE POSTS TO BE LOCATED AT PIPE ENDS. 5. RC OR FRC PIPE CLASS 2 TO BE IN ACCORDANCE WITH THE CURRENT AUSTRALIAN STANDARDS, MINIMUM SIZE RC OR FRC PIPE CLASS 2 TO BE IN ACCORDANCE WITH THE CURRENT AUSTRALIAN STANDARDS, MINIMUM SIZE OF 375mm. FLEXIBLE (PLASTIC) PIPES ARE NOT ACCEPTED. ACCEPTED. 6. NO PIPE CULVERT IS REQUIRED WHERE PROPERTY IS LOWER THAN THE ROAD (IE: EMBANKMENT OR FILL NO PIPE CULVERT IS REQUIRED WHERE PROPERTY IS LOWER THAN THE ROAD (IE: EMBANKMENT OR FILL BATTER), AT OR ADJACENT TO ROAD CRESTS. CONCRETE INVERT CROSSINGS MAYBE USED IN LIEU OF PIPED CROSSOVER SUBJECT TO THE APPROVAL BY COUNCIL ENGINEER. 7. ACCESS GRADES >12.5% SHALL BE SEALED OR REINFORCED CONCRETE. ACCESS GRADES >12.5% SHALL BE SEALED OR REINFORCED CONCRETE. 8. IF ACCESS IS TO BE; IF ACCESS IS TO BE; SEALED - 2 COAT SPRAY SEAL OR 30mm ASPHALT (10mm MIX) TO PROPERTY BOUNDARY, GRAVEL - 2 COAT SPRAY SEAL OR 30mm ASPHALT (10mm MIX) TO PROPERTY BOUNDARY, GRAVEL THICKNESS FOR ACCESS 150mm MINIMUM (COMPACTED), TYPE 2.4 (IF ORDERED BY COUNCIL ENGINEER). GRAVEL - GRAVEL THICKNESS FOR ACCESS 150mm MINIMUM (COMPACTED), TYPE 2.4, TO THE PROPERTY - GRAVEL THICKNESS FOR ACCESS 150mm MINIMUM (COMPACTED), TYPE 2.4, TO THE PROPERTY BOUNDARY. 9. ALTERNATIVELY, CULVERT MAY BE POSITIONED AS CROSS ROAD, IF REQUIRED BY COUNCIL ENGINEER, IN WHICH ALTERNATIVELY, CULVERT MAY BE POSITIONED AS CROSS ROAD, IF REQUIRED BY COUNCIL ENGINEER, IN WHICH CASE COUNCIL MAY CONTRIBUTE TOWARDS ANY ADDITIONAL COSTS. 10. HOUSE NUMBER SIGNS TO BE PLACED ON ROAD EDGE GUIDE POSTS ADJACENT TO HEADWALL (IF PROVIDED) HOUSE NUMBER SIGNS TO BE PLACED ON ROAD EDGE GUIDE POSTS ADJACENT TO HEADWALL (IF PROVIDED) OR MINIMUM 1.5m FROM SHOULDER EDGE. 11. CUT-OFF WALL MAY BE DELETED IF GROUND CONDITIONS ARE NON-EROSIVE. CUT-OFF WALL MAY BE DELETED IF GROUND CONDITIONS ARE NON-EROSIVE. 12. MAINTENANCE OF THE CROSSINGS ARE THE RESPONSIBILITY OF THE PROPERTY OWNER.MAINTENANCE OF THE CROSSINGS ARE THE RESPONSIBILITY OF THE PROPERTY OWNER.

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PIPE SIZE

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CATCHMENT AREA

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ARI 2

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ARI 10

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<0.1 Ha <0.5 Ha <1.0 Ha <1.5 Ha <2.5 Ha <3.0 Ha <3.5 Ha <4.0 Ha

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ADJOINING ROAD AADT <= 2000, ARI 2 ADJOINING ROAD AADT > 2000, ARI 10

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(1) ALTERNATIVES MAY BE APPROVED IF SUPPORTED WITH CALCULATIONS IN ACCORDANCE WITH THE PROVISIONS OF THE QUEENSLAND URBAN DRAINAGE MANUAL OR UNDER THE PROVISIONS OF COUNCIL'S PLANNING SCHEME.

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(2) SEEK CONSULTING ENGINEER ADVICE.

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375 375 450 525 600 2/450 2/525 2/600

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375 450 525 600 2/450 2/525 2/600 NOTE (2)

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ROAD PAVEMENT

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BITUMEN EDGE (LANE EDGE)

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SHOULDER EDGE

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TABLE DRAIN INVERT

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ROAD EDGE GUIDE POST.

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HOUSE NUMBER SIGN POST. (REFER TO NOTE NO. 10)

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PROVIDE PRECAST CONCRETE HEADWALLS (SLOPING FACE HEADWALL PREFERRED - REFER TO DETAIL BELOW) AT CULVERT ENDS WITH CUT OFF WALL MINIMUM 300 DEEP (REFER TO NOTE NO. 11). HEADWALL/PIPE END TO BE GROUTED.

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TABLE DRAIN TO BE LOCATED AND GRADED (LOCAL DEEPENING WILL BE REQUIRED) TO ALLOW SMOOTH ENTRY AND EXIT OF WATER THROUGH CULVERT.

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MINIMUM LENGTH 4.88m RC PIPE. (REFER TO NOTE NO. 3)

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WHERE NO TABLE DRAIN OR SWALE DRAIN IS REQUIRED, REFER TO NOTE NO. 6 FOR DETAILS.

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PROPERTY BOUNDARY

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PROPOSED ACCESS

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OR MINIMUM 5.5m FOR DUAL ACCESS

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Ø = MINIMUM 70° / MAXIMUM 110°.

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PLAN

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D

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REVIEW

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04/17

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GLENN ALEXANDER

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NOT TO SCALE

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D

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1 ON 8 (12.5%)

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1 ON 6.5 (15.38%)

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1 ON 5 (20.0%)

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MAXIMUM 1 ON 4 (25.0%)

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225 COVER

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*

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CUT OFF WALL MINIMUM 300 DEEP. (REFER TO NOTE NO. 11)

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END ELEVATION

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TYPE KERB PROFILE I2 MAY BE USED AT COOLOOLA COVE, WHERE APPROVED. (ELSEWHERE REFER TO DETAIL A)

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*CREATE LOW POINT TO ALLOW LARGER CREATE LOW POINT TO ALLOW LARGER STORM EVENTS TO OVERTOP ACCESS WITHOUT AFFECTING THE MAIN ROAD.

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ALTERNATIVE CROSSING TYPE A

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SECTION

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DETAIL A

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ALTERNATIVE CROSSING TYPE B

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4

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1

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4

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1

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*

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SECTION

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BOX CULVERT TO BE SIZED TO MATCH RCP EQUIVALENT DRAINAGE CAPACITY.

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(QUEENSLAND URBAN DRAINAGE MANUAL - FIGURE 8.14)

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A

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A

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SECTION A-A

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REFER TO FIGURE 8.14

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SCOUR PROTECTION. REFER NOTE 2.

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ENDWALLS TO BE CONCRETE ON ROADS WITH A MARKED CENTRELINE ENDS TO BE SLOPING IF: <4.6m FROM LANE EDGE FOR 60KM/H ZONE. <6m FROM LANE EDGE FOR 80KM/H ZONE. <9m FROM LANE EDGE FOR 100KM/H ZONE. REFER TO TMR STD DWG NO'S 1304 & 1305 FOR SQUARE ENDWALLS.

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BIDIM A14 OR EQUIVALENT UNDER.

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ROCK SIZE TO BE d . 50. MIN DEPTH 2xd .50.

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ROCK SIZE TO BE d . 50. MIN DEPTH 2xd .50.


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801


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Plan Description

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DRAWING N

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A3

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m.

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A

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A

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o

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Rev Date 07/12

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TABLE DRAIN CROSSING

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WITH VEHICULAR ACCESS

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SIGHT DISTANCE REQUIREMENTS

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-16

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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14933

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NOT TO SCALE

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PROHIBITED LOCATIONS AT INTERSECTIONS FOR RURAL DRIVEWAYS

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TP

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TP

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TP

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TP

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ROAD EDGE

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PROPERTY BOUNDARY

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# PROHIBITED LOCATIONS SHOWN BY HEAVY LINE. THE GREATER OF 15m FROM ROAD EDGE OR TP+6m. RESTRICTIONS MAY BE REMOVED/REDUCED DUE TO SITE CONDITIONS & APPROVED BY COUNCIL.

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GUIDELINES FOR MINIMUM SIGHT DISTANCE FOR ACCESS TO COUNCIL ROADS

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(REFER TO NOTE 2)

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EYE HEIGHT 1.10m - OBJECT HEIGHT 1.25m

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DESIGN SPEED (KM/H) (REFER TO NOTE 6)

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MAJOR RURAL ROADS (ARTERIAL/SUB-ARTERIAL) REFER NOTE 3

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MINOR RURAL ROADS (COLLECTOR, DISTRIBUTOR AND RURAL LOCAL ROADS) REFER NOTE 4

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URBAN REFER NOTE 5

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40 50 60 70 80 90 100

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- - - - 115m 140m 170m

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- - 65m 85m 105m 130m 160m

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30m 40m 55m 70m 95m - -

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NOTES: 1. ACCESS PIPE CROSSINGS TO BE PROVIDED AT LOCATIONS APPROVED BY COUNCIL ENGINEER. ACCESS PIPE CROSSINGS TO BE PROVIDED AT LOCATIONS APPROVED BY COUNCIL ENGINEER. 2. THE SIGHT DISTANCE IS TO BE MEASURED FROM A POINT 3.0m BACK FROM THE BITUMEN EDGE OR EDGE THE SIGHT DISTANCE IS TO BE MEASURED FROM A POINT 3.0m BACK FROM THE BITUMEN EDGE OR EDGE LINE (SEALED ROADWAY) OR THE EDGE OF FORMATION (UNSEALED ROADWAY) 3. SITE DISTANCES DERIVED FROM AS/NZS 2890.1 FIGURE 3.2 DESIRABLE 5S GAP. SITE DISTANCES DERIVED FROM AS/NZS 2890.1 FIGURE 3.2 DESIRABLE 5S GAP. 4. SITE DISTANCES DERIVED FROM AS/NZS 2890.1 FIGURE 3.2 MINIMUM SSD. SITE DISTANCES DERIVED FROM AS/NZS 2890.1 FIGURE 3.2 MINIMUM SSD. 5. SITE DISTANCES FOR URBAN ROADS ARE AS PER AS/NZS 2890.1. FIGURE 3.2 DOMESTIC PROPERTY ACCESS. SITE DISTANCES FOR URBAN ROADS ARE AS PER AS/NZS 2890.1. FIGURE 3.2 DOMESTIC PROPERTY ACCESS. 6. THE ENGINEER SHALL DETERMINE THE APPROPRIATE 85TH PERCENTILE SPEED (DESIGN SPEED) FOR THE ROAD THE ENGINEER SHALL DETERMINE THE APPROPRIATE 85TH PERCENTILE SPEED (DESIGN SPEED) FOR THE ROAD AND MAY REQUIRE SIGHT DISTANCES IN EXCESS OF THE ABOVE, PARTICULARLY WHERE HEAVY VEHICLES WILL USE THE ACCESS.

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ROAD CENTRELINE

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CENTRE OF LANE

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EDGE OF OBSTRUCTION. E.G. EMBANKMENT. REFER TO BENCHING DETAIL BELOW.

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LINE OF SIGHT

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PLAN SIGHT DISTANCE - EXITING FROM DRIVEWAY

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LONGITUDINAL SECTION SIGHT DISTANCE - EXITING FROM DRIVEWAY

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HEIGHT 1.10m

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HEIGHT 1.25m

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REFER TO TABLE BELOW

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LINE OF SIGHT SHALL HAVE A MINIMUM VEGETATION/BENCH CLEARANCE OF 300mm EXCEPT WHERE THE SIGHT LINE REMAINS IN THE ROAD FORMATION.

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TO BENCH

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300

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HEIGHT OF BENCH REQUIRED.

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REQUIRED CUT BATTER TO ACHIEVE SIGHT DISTANCE.

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TO BENCH

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300

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HEIGHT OF BENCH REQUIRED.

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CUT BATTER TO NATURAL FORMATION.

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BENCHING DETAIL

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VEGETATION IN THIS AREA MUST BE GRASS ONLY & MAXIMUM 300mm IN HEIGHT. REGULAR MAINTENANCE REQUIRED.

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VEGETATION IN THIS AREA MUST BE GRASS ONLY & MAXIMUM 300mm IN HEIGHT. REGULAR MAINTENANCE REQUIRED.

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LINE OF SIGHT.

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LINE OF SIGHT.

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SIGHT DISTANCE

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CENTRE OF LANE

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SIGHT DISTANCE

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DRIVEWAY

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ROAD EDGE

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CL

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CL

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CL


242 Mary Street

GYMPIE Qld 4570


Phone 1300 307 800

Fax (07) 54810 801


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NOTES 1. * INCREASE DEPTH IN SANDY/GRAVELLY SOILS AND DECREASE DEPTH IF SOLID BEDROCK * INCREASE DEPTH IN SANDY/GRAVELLY SOILS AND DECREASE DEPTH IF SOLID BEDROCK ENCOUNTERED. 2. #WHERE H IS EQUAL OR MORE THAN 2.0m, THE DOWNSTREAM APRON SHOULD EXTEND #WHERE H IS EQUAL OR MORE THAN 2.0m, THE DOWNSTREAM APRON SHOULD EXTEND AT LEAST 1.5H METRES AWAY FROM TOE OF EMBANKMENT. 3. WEEPHOLES TO BE PLACED IN DOWNSTREAM SIDE, 90mm AT 1.8m (MAXIMUM) CENTRES WEEPHOLES TO BE PLACED IN DOWNSTREAM SIDE, 90mm AT 1.8m (MAXIMUM) CENTRESWITH 300x300x150 NO-FINES CONCRETE BLOCKS BEHIND THE WEEPHOLES. WEEPHOLES TO BE PLACED 300mm ABOVE APRON LEVEL. 4. COMPACTED FILL UNDER FLOODWAY SHALL BE AT LEAST OF CBR 15. COMPACTED FILL UNDER FLOODWAY SHALL BE AT LEAST OF CBR 15. 5. WATERPROOF BARRIER (VISQUEEN OR SIMILAR) SHOULD BE PLACED UNDER ALL WATERPROOF BARRIER (VISQUEEN OR SIMILAR) SHOULD BE PLACED UNDER ALL CONCRETE SLABS ON 50mm BEDDING SAND (TYPICAL). 6. LENGTH OF FLOODWAY SHOULD AT LEAST BE EQUAL TO WATERWAY (BANK FULL) AREA, LENGTH OF FLOODWAY SHOULD AT LEAST BE EQUAL TO WATERWAY (BANK FULL) AREA, ELSE AS DETERMINED. 7. CONTROL JOINTS ARE TO BE SAW CUT AT 6.0m CENTRES. CONTROL JOINTS ARE TO BE SAW CUT AT 6.0m CENTRES. 8. ALL CONCRETE TO BE GRADE N32 IN ACCORDANCE WITH AS1379ALL CONCRETE TO BE GRADE N32 IN ACCORDANCE WITH AS1379

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REFER CONSTRUCTION JOINT DETAIL.

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125mm THICK WITH SL82 MESH, 50mm TOP COVER.

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N12-300 'L' BARS, 500 LAP, 50mm COVER

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2

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1

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FLOW

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KEY JOINT WITH N12 DOWEL BARS AT 600 CENTRES x 600 LONG.

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N12- 300 'L' BARS, 500 LAP, 50mm COVER

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1.5

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1

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REFER CONSTRUCTION JOINT DETAIL.

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TYPICAL SECTION - FLOODWAY

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NOT TO SCALE

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COMPACTED FILL

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CONSTRUCTION JOINT DETAIL

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10mmTHICK FLEXIBLE JOINT FILLER AND 10mm x 10mm APPROVED SEALANT.

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NEW FLOODWAY SLAB.

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N12 GALVANISED LIGS 1200mm LONG AT 300mm CRS, 50mm COVER.

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SAWCUT JOINT DETAILS

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SAWCUT 3mm WIDE x 40mm DEEP WITHIN 16 HRS AFTER POUR.

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LOCALLY DEPRESS TOP MESH TO MAINTAIN COVER TO SAWCUT.

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CUT EVERY SECOND WIRE AT JOINT LOCATION.

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Plan Description

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DRAWING N

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SCALES

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FULL

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SIZE

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A3

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m.

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Original Issue

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A

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A

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o

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SHEET

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OF

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Auxiliary Plans

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Job Number

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Construction Date

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Drawn

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Checked

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Approved

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APPROVED

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DATE

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Tech File

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Date

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Surv No.

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Datum

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Designed

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R.P.E.Q.

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Rev Date 07/12

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CONCRETE FLOODWAY

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DETAILS AND DIMENSIONS

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TYPICAL SECTION

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J.G.

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04/17

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-

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-

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-

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-

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04/17

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-

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-

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-

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-

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R-17

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1

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1

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G.A.

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04/17

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G.ALEXANDER

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19/04/17

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14933

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14933

gympie regional council standard drawings index

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