Attachment B Engineering plans

 

 

 

  

Reest48)

SITE CONSTRUCTION PROCEDURES

1. CAR PARKING, BULK MATERIAL STORAGE ON SITE IN INITIAL SET UP
PHASE, AS PER TENPORARY ACCESS PLAN.
2. COMPLETE EXISTING CONDITION ( DILAPIDATION ) SURVEYS ON ADJACENT
PROPERTIES:
3. ESTABLISH SURVEY POINTS ACROSS ENTIRE SITE TO MONITOR ANY
SURFACE MOVEMENTS THROUGHOUT CONSTRUCTION PHASE. RESURVEY MONITOR POINTS:
PRIOR TO THE COMMENCEMENT OF EACH CONSTRUCTION PHASE 1, 2,3 & 4, ONE MONTH
AFTER COMPLETION OF PILING WORKS AND AGAIN ONE MONTH AFTER COMPLETION OF
ALL STRUCTURAL WORKS,
4. ESTABLISH EXTENDED TEMPORARY CONCRETE PAVED VEHICLE TURN AROUND ON SITE
USING TEMPORARY SCREW PILE AND SLEEPER WALLS (TIED-BACK), SAND-FILLED.
GEOFABRIC, OR GABION MATTRESSES AT SOUTH-WEST CORNER OF SITE
5. DESIGN AND CONSTRUCT TEMPORARY ACCESS PLATFORMS FOR CFA PILING
RIG AND PROCEED TO BUILD THE PERMANENT WORKS AS PER DIAGRAMNATIC
CONSTRUCTION STAGES 1-7, INSTALL EROSION CONTROL FENCES.
6. PROTECT ALL VEGETATION AS PER ENVIRONMENTAL PLAN
7. ALL CONCENTRATED STORMWATER MUST BE DISPOSED OF VIA APPROVED.
STORMWATER DISCHARGE SYSTEM AT ALL STAGES OF CONSTRUCTION
8. ALL TEMPORARY ACCESS TRACKS MUST BE CONSTRUCTED ON 150 GRAVEL
LAID OVER GEOFABRIC AND CONTOURED TO AVOID CONCENTRATIONS OF SURFACE
RUNOFF, MAXIMUM UNRETAINED FILL DEPTH TO 1m.
9, NOTE THAT THE SURFACE SANDS AT THE SOUTH - EASTERN AREA OF THE SITE
ARE ABOVE THE SAFE NATURAL STABLE ANGLE OF THE SAND, AND
CONSEQUENTLY ANY WORK IN THE AREA MUST BE CARRIED OUT WITH EXTREME
CAUTION, UNDER SUPERVISION OF GEOTECHNICAL ENGINEER, WHILE REGULARLY
MONITORING SURFACE MOVEMENTS. IT IS PROHIBITED TO ADO ANY DEPTH OF
UNRETAINED FILL ON THIS SITE.
10. SIZE, TYPE, DEPTH AND LENGTH OF PILES ARE BASED ON TYPICAL ASSUMED
GROUND CONDITIONS AND, THE MORRISON ANO SCG GEOTECHNICAL INVESTIGATIONS
OF THE GROUND MATERIAL ON SITE. FINAL PILING DETAILS, GROUT
INJECTION AND CONSTRUCTION PROCEDURE WILL BE CONFIRMED AFTER DETAILED
ANALYSIS OF THE GEOTECHNICAL INVESTIGATION REPORT.
PILING DETAILS MUST ALSO BE CO-ORDINATED WITH ADITIONAL DETAILS FROM
SPECIALIST PILING CONTRACTORS. THE CFA CONTIGUOUS GROUT REPLACEMENT
RETAINING WALLS, TIE-BACKS AND STRUTTING ARE TO BE DESIGNED AND RPEQ.
CERTIFIED BY THE CONTRACTOR IN ACCORDANCE WITH THE CURRENT RELEVANT
AUSTRALIAN CODES.
11. DEPTH, SIZE, LAYOUT AND TYPE OF PILING IS SCHEMATIC ONLY AND.
SHALL BE PRICED WITH APPROPRIATE RATES TO ALLOW PRICING OF
VARIATIONS IN AS-CONSTRUCTED PILING WHICH MAY VARY DEPENDING ON
EXACT CONDITIONS ENCOUNTERED ON SITE DURING CONSTRUCTION.
12. THE CONTIGUOUS PILED WALLS SHALL BE GROUTED AND REPAIRED AS
REQUIRED AT ANY AREAS WHERE CONTIGUOUS PILES HAVE NOT PROVIDED A
COMPLETELY TIGHT STRUCTURAL WALL TO AVOID THE FLUSHING OUT OF ANY RETAINED
MATERIALS BETWEEN OR THROUGH THE CONTIGUOUS PILING.
13. A DRAINED AND VENTILATED INTERNAL CAVITY WALL SHALL BE PROVIDED AT
ALL AREAS WHERE BUILDING WALLS ARE RETAINING ANY SOIL.

 

 

 

  

159

crs3513s

 

  

P1076

3

e189

  

  
  

  

 

north

 

2

RP:07899

 

86

P8131

72

 

 

 

 

SEAVIEW TERRACE

     
  
 

69

P8131

 

1:1900 UNREOUCED AT AS
1500 UNREDUCED AT At

51

e880

 

 

Project Drawing Tite

 

\ SITE PLAN

‘Seale [Sheet Size|

 

‘Associated Consultants

 

 

agrecrrent between Tod
Consulting pty hd (te) and te's
llert, THs drawing shall erly ba
used for this spactle project.

This drawing shall rot be used
for construction unal marked as
‘sued for construction’ in the
revision description.

 

 

nr@

 

 

 

7

0.10.14] ISSUED FOR D.A APPROVAL AV. ee Roses Actas Pitt

 

A_|AUG 14] ISSUED FOR OP WORKS APPROVAL. _| AV.

 

 

Rev] Date [Revision Description Drawn

 

 

 

 

 

Client

UNIVERSAL
PROPERTY COMPANY
ESTABLISHMENT.
MARKUS HASLER.

OD

consulting engineers

Mace 07 54499500
‘Surah Coast 07 $328 3180 Masay 07 2520 2337
FO Sex61, NocezdBe, GLO 2558
ecqitesgicersutgcenwewibcorargaon
(AEN 39 128608335

 

(Drawn!
A. VENESS

Verified
B. GEORGE

 

Designed
B. GEORGE

 

Verified
S. PRYSTUPA

 

Approved
S. PRYSTUPA

 

aos

RPEQ No
1137

Date

AUGUST 2014

PROPOSED RESIDENCE AT LOT 1, No 71
SEAVIEW TERRACE, SUNSHINE BEACH

 

 

ROP RP 189884

 

AS SHOWN| A1

 

Drawing Number

14517-OP03

 

LOCAL AUTHORITY NOOSA
MCU APPROVAL ]HORIZ DATUM
ROL APPROVAL VERT DATUM AHD

OPW APPROVAL RL

 

 

 

 

Sheet. Revision]

3 of 10 B