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1 G R E A T G E O R G E S T R E E T

P A D D I N G T O N Q L D 4 0 6 4

© Morgan Consulting EngineersThis drawing is not to be copied,re t a i n e d o r u s e d w i t h ou t t h epermission of the copyright holder.

P :

F :

E :

(07) 3369 8411

(07) 3369 1893

[email protected]

SITEWORKS AND DRAINAGE DETAILS SHEET 1

43 ELANDA STREET, SUNSHINE BEACH

ALTUM CONSTRUCTIONS

26.04.16

AW

C0

HM

YZ

APR 16

A0

FOR APPROVAL

HM

PROPOSED RESIDENTIAL DEVELOPMENT

19.09.16

C0

FOR CONSTRUCTION

HM

CODE

REVISION

Authorised

Drawn

Designed

Scales (at A1)

Checked

Date

RPEQ

Project

Drawing title

Drawing No

BY

Revision Code

DATE

CODE

REVISION

BY

DATE

Client

Address

AS SHOWN

/

C11

15104

SITEWORKS AND DRAINAGE NOTES 1.SITEWORKS AND DRAINAGE NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND COORDINATION NOTES ON SITEWORKS AND DRAINAGE NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND COORDINATION NOTES ON DRAWING 15104/C00. 2.IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK THAT THE PROPOSED PIPE WORKS DO NOT CLASH WITH EXISTING IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK THAT THE PROPOSED PIPE WORKS DO NOT CLASH WITH EXISTING SERVICES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY CLASHES ARE FOUND FOR ADVICE ON ANY DESIGN REQUIREMENTS. 3.STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE ASSESSMENT OF CONSTRUCTION LOADS AND PROVISION OF ANY TEMPORARY BRACING, PROPPING, ETC. REQUIRED DURING CONSTRUCTION. STRUCTURES SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERSTRESSED. 4.ALL TRENCH EXCAVATIONS AND CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WORKPLACE HEALTH AND SAFETY ALL TRENCH EXCAVATIONS AND CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WORKPLACE HEALTH AND SAFETY 1989 AS AMENDED AND THE MINE REGULATIONS ACT. 5.ALL TRENCHES IN TRAFFICABLE AND NON TRAFFICABLE ZONES SHALL BE BACKFILLED TO DENSITY RATIOS, ALL TRENCHES IN TRAFFICABLE AND NON TRAFFICABLE ZONES SHALL BE BACKFILLED TO DENSITY RATIOS, FREQUENCIES AND LAYER INTERVALS IN ACCORDANCE WITH THE CURRENT COUNCIL STANDARDS. ALL TEST RESULTS SHALL FORWARDED TO THE SUPERINTENDENT AS THEY BECOME AVAILABLE. 6.ROOFWATER PIPES SHALL BE uPVC PIPES CLASS 'SN6' U.N.O. ROOFWATER PIPES SHALL BE uPVC PIPES CLASS 'SN6' U.N.O. uPVC PIPES CLASS 'SN6' U.N.O. U.N.O. 7.TEST CERTIFICATES AND MATERIAL CERTIFICATION DOCUMENTATION IS REQUIRED FOR ALL PIPES, FITTINGS, BOX TEST CERTIFICATES AND MATERIAL CERTIFICATION DOCUMENTATION IS REQUIRED FOR ALL PIPES, FITTINGS, BOX CULVERTS AND OTHER PRECAST CONCRETE PRODUCTS. 8.ALL STORMWATER SETOUT IS TO CENTRE OF STRUCTURE U.N.O. ALL STORMWATER SETOUT IS TO CENTRE OF STRUCTURE U.N.O. 9.THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE RELEVANT SPECIFICATIONS.THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE RELEVANT SPECIFICATIONS.

NOTE: REFER DRG 15104/C10 FOR SITEWORKS AND DRAINAGE PLAN.

SWALE DETAIL - PLAN 1:50

SCALE 1:50 (A1 SIZE)

0

1

2

3

1

3

1

3

225PIPE

SURCHARGE PIT DETAIL - SECTION N.T.S

SWALE

1

3

1

3

TYPICAL SWALE DETAIL - SECTION N.T.S

SURCHARGE PIT DETAIL - PLAN N.T.S

CENTRELINE

SWALE

CENTRELINE


P A D D I N G T O N Q L D 4 0 6 4

© Morgan Consulting EngineersThis drawing is not to be copied,r e ta i n ed o r u s e d w i t h o ut t h epermission of the copyright holder.

P :

F :

E :

(07) 3369 8411

(07) 3369 1893

[email protected]

SITEWORKS AND DRAINAGE DETAILS SHEET 2


ALTUM CONSTRUCTIONS

26.04.16

AW

C0

HM

YZ

APR 16

A0

FOR APPROVAL

HM


04.05.16

A1

FOR APPROVAL

HM

09.06.16

A2

FOR APPROVAL

HM

19.09.16

C0

FOR CONSTRUCTION

HM

CODE

REVISION

Authorised

Drawn

Designed

Scales (at A1)

Checked

Date

RPEQ

Project

Drawing title

Drawing No

BY

Revision Code

DATE

CODE

REVISION

BY

DATE

Client

Address

AS SHOWN

/

C12

15104

3


0

1

2

5

4


0

1

2

3

0.3


0

0.1

0.2

0.5

0.4

SECTION

-

X

SCALE 1:50

IL:45.600

IL:43.300

RL:45.975

EXTERNAL DIAMETER

150 TO SURCHARGE PITS

-

X

DETENTION TANK PLAN 1:50

225 OVERFLOW PIPE

SECTION

C10

A

N.T.S.

RP BOUNDARY

RL:46.170

EX:43.170

EX:44.100

EX:44.770

RL:43.300

IL:43.300

RL:45.975

ORIFICE PLATE DETAIL SCALE 1:10

SECTION

C10

B

SCALE 1:100

RP BDY

IOK:51.275

RL:51.500

RL:51.200

RL:50.950

RL:48.050

RL:47.800

RL:47.700

RL:47.780

FOOTPATH

1:20 MAX.

1:8

1:4

1:8

1:60


P A D D I N G T O N Q L D 4 0 6 4


P :

F :

E :

(07) 3369 8411

(07) 3369 1893

[email protected]

³ ³ ³ ³

³ ³ ³


6

2

0

4

10

8

STORMWATER DRAINAGE CATCHMENT PLAN


ALTUM CONSTRUCTIONS

26.04.16

AW

C0

HM

YZ

APR 16

A0

FOR APPROVAL

HM


04.05.16

A1

FOR APPROVAL

HM

19.09.16

C0

FOR CONSTRUCTION

HM

CODE

REVISION

Authorised

Drawn

Designed

Scales (at A1)

Checked

Date

RPEQ

Project

Drawing title

Drawing No

BY

Revision Code

DATE

CODE

REVISION

BY

DATE

Client

Address

AS SHOWN

/

C15

15104

EXISTING

BUILDING EXTENT

KERB AND CHANNEL

LOT BOUNDARY

CONTOUR MAJOR (1.00m INTERVAL)

CONTOUR MINOR (0.25m INTERVAL)

STORMWATER

ROOFWATER

SEWER

SEWER TO BE REMOVED

WATER

WATER METER

TELSTRA

OVERHEAD ELECTRICITY

FENCE

FOOTPATH

10.0

WM

PROPOSED

BUILDING EXTENT

LOT BOUNDARY

STORMWATER

RETAINING WALL

CROSSOVER

FOOTPATH

CONCRETE PAVEMENT.

LANDSCAPING.

EASEMENT

CATCHMENT

CATCHMENT ID

DRAINAGE STRUCTURE ID

RW1

1

1

1

1

1

1

NOTE: REFER DRAWING 15104/C10-C12 FOR SITEWORKS AND DRAINAGE DETAILS.

NAME

CATCHMENT

AREA (ha)

CATCHMENT

0.016

1/2

0.054

2/2

STORMWATER DRAINAGE CATCHMENT DISCHARGE CALCULATIONS

CATCHMENT NAME

CATCHMENT AREA (ha)

tc (MINS)

FRACTION IMPERVIOUS (f )i)

C10 10 VALUE

C20 20 VALUE

C50 50 VALUE

C100 100 VALUE

INTENSITY TC(min)I (mm/hr)10yr (mm/hr)(mm/hr)

INTENSITY TC(min)I (mm/hr) 20yr (mm/hr) (mm/hr)



DISCHARGE Q10 (m³/s)10 (m³/s)(m³/s)/s)




1/2

0.016

5

0.85

0.87

0.91

1.00

1.00

209

237

275

305

0.008

0.010

0.012

0.014

2/2

0.054

5

0.60

0.80

0.84

0.92

0.96

209

237

275

305

0.025

0.030

0.038

0.044

R1/2

0.055

5

1.00

0.90

0.95

1.00

1.00

209

237

275

305

0.029

0.034

0.042

0.047

0.055

R1/2

TOTAL PRE DEVELOPMENT PEAK DISCHARGE FROM SITE (m³/s) (m³/s) /s)

DESIGN STORM (Qy)y))

TOTAL UN-MITIGATED POST DEVELOPMENT PEAK DISCHARGE FROM SITE (m³/s) (m³/s) /s)

0.042

Q11

Q22

Q55

Q1010

Q2020

Q5050

Q100100

0.060

0.079

0.089

0.102

0.107

0.120

0.052

0.066

0.082

0.091

0.104

0.111

0.122

TOTAL MITIGATED POST DEVELOPMENT PEAK DISCHARGE FROM SITE (m³/s) (m³/s) /s)

0.040

0.049

0.058

0.063

0.089

0.102

0.115

WM

TP

PP

PP

CP BUP102822

CP BUP9546

CP BUP106878

387 RP48112

EX:42.980

1 SP230070

100 AC

1

2

R1

2

2

2

1

2

2

2

1

1

2

1

3

1

ELANDA STREET


P A D D I N G T O N Q L D 4 0 6 4


P :

F :

E :

(07) 3369 8411

(07) 3369 1893

[email protected]


6

2

0

4

10

8

EXTERNAL ROADWORKS PLAN


ALTUM CONSTRUCTIONS

17.12.15

AW

C0

HM

YZ

APR 16

P0

PRELIMINARY ISSUE

HM


26.04.16

A0

FOR APPROVAL

HM

19.09.16

C0

FOR CONSTRUCTION

HM

CODE

REVISION

Authorised

Drawn

Designed

Scales (at A1)

Checked

Date

RPEQ

Project

Drawing title

Drawing No

BY

Revision Code

DATE

CODE

REVISION

BY

DATE

Client

Address

AS SHOWN

/

C20

15104

EXISTING

BUILDING EXTENT

LOT BOUNDARY

KERB AND CHANNEL

CONTOUR MAJOR (1.00m INTERVAL)

CONTOUR MINOR (0.25m INTERVAL)

SEWER

WATER

METER

TELSTRA

OVERHEAD ELECTRICITY

FENCE

FOOTPATH

SURFACE LEVEL

10.0

WM

EX:14.500

PROPOSED

BUILDING EXTENT

LOT BOUNDARY

MOUNTABLE KERB AND CHANNEL TYPE 'M1'. REFER IPWEAQ STD DRG SEQ R-080 FOR DETAILS.

RETAINING WALL. REFER STRUCTURAL ENGINEERS DRAWINGS FOR DETAILS.

FOOTPATH. REFER IPWEAQ STD DRG SEQ R-065 FOR DETAILS.

CONCRETE CROSSOVER. REFER IPWEAQ STD DRG SEQ R-051 FOR DETAILS.

FLEXIBLE PAVEMENT. REFER ELANDA STREET PAVEMENT DESIGN NOTES.

LANDSCAPING. REFER LANSCAPE ARCHITECTS DRAWINGS FOR DETAILS.

SURFACE LEVEL

SETOUT POINT

KC1

RW1

RL:14.500

2

ROADWORKS NOTES 1.ROADWORKS NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND COORDINATION NOTES ON DRAWING 15104/C00. ROADWORKS NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND COORDINATION NOTES ON DRAWING 15104/C00. 2.THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE RELEVENT SPECIFICATIONS. THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE RELEVENT SPECIFICATIONS. 3.ALL ROAD PAVEMENT IS TO BE COMPACTED TO NO LESS THAN 100% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH AS 1289. ALL ROAD PAVEMENT IS TO BE COMPACTED TO NO LESS THAN 100% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH AS 1289. 4.WHERE CONNECTION IS TO BE MADE TO AN EXISTING CONSTRUCTION THE CONTRACTOR SHALL CONFIRM THE LOCATION AND LEVEL OF WHERE CONNECTION IS TO BE MADE TO AN EXISTING CONSTRUCTION THE CONTRACTOR SHALL CONFIRM THE LOCATION AND LEVEL OF IS TO BE MADE TO AN EXISTING CONSTRUCTION THE CONTRACTOR SHALL CONFIRM THE LOCATION AND LEVEL OF THIS CONSTRUCTION PRIOR TO COMMENCING WORK ON ANY CRITICAL SECTION. THE SUPERINTENDENT MAY VARY LEVELS AND GRADIENTS OF NEW WORKS TO ACHIEVE A SATISFACTORY CONNECTION. 5.THE CONTRACTOR IS TO INITIALLY EXCAVATE THE PAVEMENT TO 300mm BELOW FINISHED PAVEMENT LEVEL THEN ARRANGE 4 DAY THE CONTRACTOR IS TO INITIALLY EXCAVATE THE PAVEMENT TO 300mm BELOW FINISHED PAVEMENT LEVEL THEN ARRANGE 4 DAY SOAKED CBR TESTS ON THE SUBGRADE AND NOTIFY THE SUPERINTENDENT WHO WILL DETERMINE FINAL PAVEMENT THICKNESS AND ARRANGE PAVEMENT APPROVAL FROM THE RELEVANT AUTHORITY. . 6.PAVEMENT MATERIAL SHALL EXTEND 150mm BEHIND THE KERB AND CHANNEL. PAVEMENT MATERIAL SHALL EXTEND 150mm BEHIND THE KERB AND CHANNEL. 7.SUBGRADE IS TO BE PROOF ROLLED. ANY SOFT SPOTS ENCOUNTERED ARE TO BE EXCAVATED AND REPLACED WITH SELECT SUBGRADE IS TO BE PROOF ROLLED. ANY SOFT SPOTS ENCOUNTERED ARE TO BE EXCAVATED AND REPLACED WITH SELECT MATERIAL IN LAYERS NOT EXCEEDING 150mm COMPACTED. 8.WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT THE EXISTING BITUMEN IS TO BE SAW CUT TO PROVIDE A NEAT STRAIGHT LINE. WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT THE EXISTING BITUMEN IS TO BE SAW CUT TO PROVIDE A NEAT STRAIGHT LINE. 9.SETOUT POINTS TO LIP OF KERB AND CHANNEL OR EDGE OF PAVEMENT. SETOUT POINTS TO LIP OF KERB AND CHANNEL OR EDGE OF PAVEMENT. 10.NEW SUBSOIL DRAINAGE TO TIE INTO EXISTING SUBSOIL DRAINAGE. NEW SUBSOIL DRAINAGE TO TIE INTO EXISTING SUBSOIL DRAINAGE. 11.THE JOINTING ARRANGEMENT FOR PATHS LESS THAN 2 METRES WIDE SHALL BE AS FOLLOWS: THE JOINTING ARRANGEMENT FOR PATHS LESS THAN 2 METRES WIDE SHALL BE AS FOLLOWS: 11.A.SJ @ 1.5 METRES MAX; SJ @ 1.5 METRES MAX; 11.B.DEJ @ 15 METRES MAX;DEJ @ 15 METRES MAX;

%%UPROPOSED WIDENING TYPICAL DETAIL

N.T.S.

ELANDA STREET PAVEMENT DESIGN - PAVEMENT WIDTHS AS INDICATED ON PLAN AND SECTIONS SEALED WITH HOT PRIME, 30mm THICK ASPHALTIC CONCRETE WEARING SURFACE. - PROVISIONAL PAVEMENT TO BE LEAN MIX COMPACTED IN TWO 200mm THICK LAYERS TO 100% RELATIVE DENSITY. - PAVEMENT DEPTHS TO BE CONFIRMED BY SUBGRADE TEST RESULTS. THE SUPERVISING ENGINEER SHALL ADVISE FINAL PAVEMENT DEPTHS UPON RECEIPT AND CONSIDERATION OF TEST RESULTS. - ENSURE PAVEMENT EXTENDS A MINIMUM OF 150mm BEHIND BACK OF KERB AND IS MINIMUM OF 75mm THICK UNDER KERB AND CHANNEL.

CUT BACK EXISTING GRANULAR PAVEMENT TO A SOUND VERTICAL FACE (150 MIN)

300 MIN

EDGE OF EXISTING PAVEMENT

NOMINAL FACE OF KERB

EXISTING PAVEMENT

-2.5%

TP

ELANDA STREET

KC1

PP

PP

WM

RL:51.690

RL:51.760

RL:51.910

RL:51.725

RL:51.180

RL:51.960

SAWN JOINT - SJ 1:10 AT A1

COMPACTED SUBGRADE

CONCRETE PAVEMENT DETAIL N.T.S

1

1

COMPACTED SUBGRADE

KERB TO CONCRETE HARDSTAND DETAIL N.T.S

MIN.


P A D D I N G T O N Q L D 4 0 6 4

© Morgan Consulting EngineersThis drawing is not to be copied,r e ta i n ed o r u s e d w i t h o ut t h epermission of the copyright holder.

P :

F :(07) 3369 8411

(07) 3369 1893

[email protected]


P A D D I N G T O N Q L D 4 0 6 4


P :

F :(07) 3369 8411

(07) 3369 1893

[email protected]

1 g 4 0 6 4devport.com.au/wp-content/uploads/2012/02/indigo-civil... · 2020-06-01 · e 1 g r e a...

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