Attachment 1.pdf

 

 

DRAWING SIZE — Al

 

Level Datum AHD

 

Watterson & Associates

HEIGHT DATUM
Lot 1 & 2 on RP 73072

Level Origin PM 18416,

Survey information provided by Max

RL 9.967m

 

 

43077

_it 4

418.0

RAMP. <x.

/D

 

S/EX

 

— sw/ex

eee RW

SS

=

RETAINING TO SIDE OF BUILDINGS TO
MAINTAIN EXISTING SURFACE LEVELS
DOWN BOTH SIDE BOUNDARIES FOR

| OVERLAND FLOWS

 

 

 

 

 

 

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&
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S % |
t+to
Pey
MINOR RESHAPING TO EX. GROUND
LEVELS IN ROAD RESERVE FOR NEW
DRIVEWAY. ENSURE MIN. COVER TO
SERVICES ARE MAINTAINED AND
RE-TURF. L.| Lo
°
eH La
Lo NX
+T

1:3 MAX
BATTER, TYPICAL.

LEGEND

INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

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ta, [it re = Z = =
», LO x an 6, % , \(0.086) 5, C085) 3
%, | Sze 4 Z4 4 Sp, 6
4+) ON ai x Se
re RETAINING 10 SIDE OF BUILDINGS TO
| gas MAINTAIN EXISTING SURFACE LEVELS
> DOWN BOTH SIDE BOUNDARIES FOR
|

INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL.

INDICATES AREA OF FILL

INDICATES AREA OF CUT

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

REFER Drg 31031-C3.1
FOR DRIVE WAY DETAILS.

 
  

 

  

 

 

 

 

 

OVERLAND FLOWS

SITE PLAN — EARTHWORKS

Scale 1: 150

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

NOTE:

CUT/FILL LEVELS SHOWN REPRESENT THE PAD LEVEL TO
THE UNDERSIDE OF THE GROUND BEARING SLABS AND
PAVEMENTS AND INCLUDES THE CRUSHER DUST OR ROAD
BASE LAYERS TO BE PROVIDED UNDER THE SLABS.
ADDITIONAL LANDSCAPING FILL NOT INCLUDED.

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

 

 

 

THE BUILDER/CONTRACTOR

SHALL CONFIRM ALL

RELEVANT LEVELS PRIOR TO

COMMENCING WORKS.
LZ

KEY

EX. SWPT EXISTING STORMWATER PIT
RC. HW.

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

BUILDER TO MAINTAIN STABILITY OF NEIGHBORING
PROPERTIES DURING EARTHWORKS. POST & PLANK
WALLS CAN BE USED IF EXCAVATIONS CLOSELY

FOLLOWED BY PLANK INSTALLATION OR ALTERNATIVE

SITE RETENTION MEASURES WILL BE REQUIRED.

GROUND / ZZ

THIS FOOTING WITHOUT
y—— PIERS IS FOUNDED ABOVE
CRITICAL DEPTH LINE AND
IS UNSTABLE.

 

 

 

 

THIS FOOTING IS FOUNDED
BELOW CRITICAL LINE AND
IS STABLE.

PIERS SUPPORTING STRIP FOOTINGS OR \\
POST PAD FOOTINGS FOUNDED INTO
SELECTED MATERIAL AND BELOW
CRITICAL LINE ARE CONSIDERED STABLE.

STABLE

\G
Oy
Wey,

PAD LEVEL

 

UNSTABLE

aa)
NS

N

 

NOTE:

 

THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING PROPERTIES.
SHEET PILING MUST BE INSTALLED WHERE

EXISTING FOOTINGS WILL BE FOUNDED ABOVE
ANY EXCAVATION CRITICAL DEPTH LINE

 

 

 

 

 

 

T

| THE BUILDER/CONTRACTOR
| MUST CONFIRM ALL

| RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
|

|

|

LINE OF PROPOSED
Le POOL EXCAVATION
OR OTHER TRENCH.

XN
of.
sown
HORIZONTAL Nye

(—\ CRITICAL DEPTH LINE - EXCAVATION

 

(7 PPRICAL SECTION

0

2 4 6 8

REINFORCED CONCRETE HEADWALL

10

rm :150 @ AI

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 TO 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.

 

A EARTHWORKS AMMENDED 25.11.21

 

Revision | Description Date

 

 

 

Issi

* 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.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
‘ABN 40 098 481 699

O see

DEBUILD T/A,

 

CONSULTING
Title:

EARTHWORKS PLAN

 

 

 

 

29-27 TOOLAR St,
TEWANTIN
Date: Nov 21 Drawn SR Design SR
1500 6 5 || SER, i 31030-C2.1| A