Civil Plans SCG 31030-OPW Issue 1-2022.11.15 · OPW22/0319

                  Issue:




                                           Unit 1/11 Project Ave,
                                           Noosa Heads
                                           Ph (07) 5455 5604




                  DEBUILD T/A
                                           email:[email protected]
                                           web:www.scg-engineers.com
                                           ABN 40 098 481 899




                      Title:




                     Project




                     Date:         Drawn              Design

                      Checked:   Drg No.                        Rev.




Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — Al

LEGEND

 

INDICATES AREA OF FILL

 

 

INDICATES AREA OF CUT

 

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

20.00

 

17,500--

15.000-4-

12.50!

UNITS 4 UNITS 3

DRIVEWAY UNITS 2 UNITS 1

 

 

 

 

 

 

Mo —-

 

10.00:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Elevation — Existing

al al a
a qa g
a be sj

4

1
13.64

;

q

20.00

17.500

15.000

12.500

10.00

 

Elevation — Proposed

 

 

13.15
13.15
13.26

 

 

 

 

 

 

 

 

 

Cut Fill Depth

‘EEE

 

1350
13.58
-0.48!
13.75
9
LOSLY 15.99 PEL
14.10

ee

 

0.32 | 14.36 | 14.36
14.39

0.30 | 14.

 

 

20.00

SECTION A-A /

 

17.500--

15.0007

12.50!

UNITS 8

UNITS 7

UNITS 6 UNITS 5

 

 

 

 

 

 

20.00

17.500

 

 

 

15.000

 

10.00

 

 

 

 

12.500

 

10.00

 

Elevation — Existing

 

 

 

 

 

14.80
14.90

 

15.16

 

 

 

 

 

15.31
15.44
15.58
15.69
16.04

 

16.08

 

16.1

 

Elevation — Proposed

14.36
14.50
14.95
15.04

15.14

15.64

16.06

16.10

16.13

 

 

Cut Fill Depth

 

=0.15
=0.01) 14.61 | 14.61

|

HON 45 44 SL
{=0.12|

 

1=0,31)
|=0.35]
0.44
|-0.58}
|=0.60}
|=0.69}
10.80) 15,81 | 15.80
-0.80
-0.84

|=1,19 |
{=0.061 16.14

 

 

20.00

SECTION B-B /

 

17.5004-

15.0004-

12.50!

UNITS 1/2

CARPORT/DRIVEWAY

UNIT 5

 

 

 

 

 

20.00

17.500

 

 

 

 

15.000

 

10.00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

12.500

 

10.00

 

Elevation — Existing

| 14.36]
1 14.52]
| 14.67|
14.85
| 14.99]
115.15]

 

Elevation — Proposed 2

13.65
13.72

14.47
14.76
14.94
15.14
15.21

15.39

15.60

15.97

16.03

 

 

Cut Fill Depth

13.22
| 13.44]
2.01 | 13.55
0.92 13.76
ose | 13:80

 

{=0,19|
|-0.25,
=0,35
[=0:58)

 

 

 

20.00

SECTION Y-Y /

 

17.500

15.000--

12.500--

10.00

UNIT 3/4

CARPORTS AND DRIVEWAY

 

 

UNIT 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Elevation — Existing

20.00

17,500

15.000

12.500

10.00

 

Elevation — Proposed 2

13.00

13.28

13,

| 13.43]
| 13.57|
| 13.75]
13.93
| 14.06]

14.26

14.90
15.05

 

 

Cut Fill Depth

 

10.46 | | 15.29]
39
13.53
13.82
14.20
0.01 | | 14.21)

|=0.05|
=0.19
|=0.08|
Log 14.09

qs 94

 

 

SECTION X-X /

KE

EX. SWPT EXISTING STORMWATER PIT

RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT

TP TELSTRA/NBN PIT

EP. ELECTRICAL POWER POLE
ET. ELECTRICAL TRANSFORMER
W.M. WATER METER

KERB EXISTING KERBING

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

FILLING NOTES

—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.

—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%. THE COMPACTION IS TO BE SUFFICIENT TO
ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

—UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.

THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND
TO A CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE
OF ANY ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF
LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
REMOVAL TO ENSURE ITS COMPATIBILITY.

—THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%. COPIES
OF COMPACTION TEST RESULTS SHALL BE PRESENTED 10 SCG
CONSULTING ENGINEERS FOR APPROVAL.

FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.

—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.

—ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.

~SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.

 

 

Revision

 

 

Description Date

 

Issue:

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

C) St6

DEBUILD T/A,

ABN 40 098 481 899

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web: ‘WWW.SCg-engineers.com

 

Title:

EARTHWORKS SECTIONS

 

 

 

 

 

29-27 TOOLAR St,
TEWANTIN
Daten oy ny Drawn Designgn

Checked:
8] RPEQ 5835
3 S Richardson

51030-OW2.2| .