Engineering Plans

 

 

DRAWING SIZE — Al

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

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PROPOSED BLOCKRETAINING
WALLS TO PERIMETER OF
RAMPING DRIVEWAY

DASHED LINE INDICATES
APPROXIMATE PERIMETER OF
GARAGE/DRIVEWAY
EXCAVATION WITH 1:1 (V:H
EXCAVATION BATTERS, REFER
SECTION FOR DETAIL

ITE PLAN — GARAGE EXCAV,

Scale 1: 200

PROPOSED LOCATION FOR
STOCKPILED EXCAVATED
SOILS, REFER SILT &
SEDIMENT EROSION PLAN FOR
RUNOFF PROTECTION

 

LEGEND

EXCAVATION-FILL_ VOLUMES

 

__--77 INDICATES EXISTING SURFACE CONTOURS
\g0° AND LEVELS TO AHD.

\

SL-25

INDICATES LOCATION OF SECTION LINES
AND LABEL

 

GARAGE/DRIVEWAY EXCAVATE -  3100m° CUT
GARAGE BACKFILL — 900m? FILL

GROUND LEVEL FLOOR FILL - 650m? FILL
LANDSCAPE FILL — 500m> FILL

BALANCE —

1050m3 EXPORT

 

 

 

PART SITE PLAN — GARAGE EXCAVATION PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

Scale 1: 500
EXISTING SURFACE
(DASHED) ——\
12.500-4+
RL-10.500
a PROPOSED GROUND FLOOR
aE (PE SSS
PROPOSED
750+ eee GARAGE. EXCAVATIONS
ia RL-5.600
5,000-4-
2.500+-
0.00——
CUT DEPTH 74 4 737 6 78
FILL DEPTH 7 45 Ere

 

 

 

 

 

 

 

 

 

SECTION-X

MAX 1:1 (V:H) EXCAVATION
FACES TYP. AS PER GEOTECH
REPORT ARCOS No. 220329

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 LEVEL 1 CERTIFICATION WITH 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 10}
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

FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associcted

drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

C) sce

 

 

 

 

 

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
ABN 40 088 403 808

CONSUL

ENC

 

 

DEBUILD T/A

 

Title:

SITE SILT AND SEDIMENT
CONTROL

36 Riverpark Dr.,
RINGTAIL CREEK

 

 

 

 

 

Date: Aug 2 Drawen Design SR
Checked: Drg No.
Srerdson | P2207 —C2.1] .