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Tod Eng Part1 · OPW16/0021

Attached to the e-mail OPW16/0021 - Operational Works Application 4 of 4.

INSTALL URETEK GROUT ALONG THIS BOUNDARY

\ 290 BLOCKWORK RETAINING WALL ON — —
FOOTINGS SUPPORTED BY SCREW PILES — ~
AS SHOWN. REFER DETAILS ON

STRUCTURAL DRAWING-SET SHEET S21.

INSTALL CONCRETE PILES

PILING RIG TO RL 51.00

SITE TEMPORARY ACCESS :
* ESTABLISH SITE SURVEY MONITORING.

290 BLOCKWORK RETAINING \
POINTS AND ISSUE SURVEY TO ENGINEER.
* COMPLETE PRE CONSTRUCTION WALL ON FOOTINGS |

5
g
fo INSPECTIONS AND DILAPIDATION REPORTS § SUPPORTED BY SCREW ROOF RL 52.55 E cd Lu
--------== — FOR ADJACENT STRUCTURES, POOLS, z | | | Byl PILES AS SHOWN. ~ ~ fg I 7
& &
~-FILEWORKING — FENCES AND PATHS. 3 2 4
PLATFORM TO RL 49.30 . OF RI 8 |_| _ _ a _ a
AFTER WALL Sn ib Lev wore ENTRANCE TO |
----- INSTALLATION FORM TEMPORARY TRACK LEVEL 2 RL49.55 _ _ _ a
+ INSTALL BOTH VERTICAL AND RAKING TT
~ : INSTALL 260 BLOCK RETAINING WALL AND BILL WORKING — WORKING PLATFORM STEEL
— FILL TO FORM A WORKING PLATFORM, LeveL 2 R495 — —BLATFORM TO RL 49.30 PLATES SUPPORTED ON
* LOCALLY STABILISE ADJACENT FOOTINGS AFTER WALL
—_—— MAXIMUM 4:2 BATTER TO BLOCK WALLS AND FENCES. MONITOR INSTALLATION STEEL BEAMS AS REQUIRED,
SLOPE. ADJACENT STRUCTURES, WALLS AND — SPANNING BETWEEN

GROUND LEVELS. SCREW PILES.

| LEVEL 1 RL45.00

V RL VARIES. REFER PLAN

| ‘MAXIMUM 1:2 BATTER

LEVEL 1 RL45.00 [

H— — - tH — —SLOPE. -— INSTALL CONCRETE
PILES TO RL 49.10 |
SCREW PILES =
EARTHWORKS - STAGE 1 RV1 219x 8.2 GALV AND EPOXY PAINTED SCREW PILE \ \ \
eee MINIMUM 8m DEEP 30T SWL. CONC. FILL BASEMENTRL 4080 __ _ _ _ _
1200 UNREDUGED AT AB 4
15400 UNREDUCED AT At RV2_ 219x 12.7 GALV AND EPOXY PAINTED SCREW PILE | | | RL 40.00 —2.z___ [J
MINIMUM 6m DEEP 60T SWL. CONC. FILL |
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE SECTION (AY
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL cw uwabuoEo ATA ey) STAGE 1
WORKING PLATFORM STEEL t
RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE $2100 UNREDUCED AT At SECTION (B
PLATES SUPPORTED ON MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL coo uREDUGED ATA STAGE 2
STEEL BEAMS AS REQUIRED, UNREDUGED AT At Ye
SPANNING BETWEEN
SCREW PILES.
TOP CONCRETE PILES DIMINISHES TOP CONCRETE PILES DIMINISHES
TOP CONCRETE PILES RL 51.00 TOP CONCRETE PILES RL 51.00 TOP CONCRETE PILES rift -00 WITH NATURAL SURFACE 1 WITH NATURAL SURFACE
TOE AT RL 42.00

TOE AT RL 45.00 TOE AT RL 44.00

TOE AT RL 41.00

TOE AT RL 42.00, |

Ze
ee
- TOP CONCRETE TOP CONCRETE a
TOP CONCRETE 4 PILES RL 49.10 PILES RL 49:10 TOP CONCRETE -
T 1
PILES RL 49.10 TOP CONCRETE PILES RL 49.10 | | TOE ATRL 41.00 TOE ATRL 42.00 PILES RL 46.50
TOE ATRL 38.00 | TOE AT RL 40.00 I TOE AT RL 42.00
EARTHWORKS - STAGE 2 STAGE 2 PROCEDURE:
UUNREDUCED AT AS
UNREDUCED AT AT * GRADUALLY INSTALL TEMPORARY SCREW PILES AND CONSTRUCTION PLATFORM OR A SUITABLE LEVELED PLATFORM FOR

CFA PILE RIG.

+ LOCALLY STABILISE ADJACENT FOOTINGS TO BLOCK WALLS AND FENCES. MONITOR ADJACENT STRUCTURES, WALLS AND
GROUND LEVELS.

«INSTALL 450mm DIAMETER CONTIGUOUS CFA GROUT PILED WALLS AS INDICATED ON PLAN.

* FORM TABLE DRAIN ALONG WESTERN BOUNDARY TO COLLECT ANY CONCENTRATED STORMWATER FROM ABOVE AND
‘ACROSS SITE, DISCHARGING TO APPROVED LOCATION AFTER INSTALLATION OF SEDIMENT / EROSION CONTROL ALL AS
DETAILED ON THE STORMWATER MANAGEMENT PLAN

COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size|
UNIVERSAL PROPERTY A.veness _|S.PRYSTUPA__|PROPOSED NEW RESIDENCE AT EARTHWORKS PLANS AS SHOWN| At
signe jerifies
COMPANY H. GRAY s.prystupa _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 1 AND STAGE 2 Drawing Number
ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPA97117 14517-OP22
Noosa: 07 5489 9600 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA
157.16] OPERATIONAL WORKS APPROVAL AV Sen 5 ox, Noosa, GLO ise Signed Date MCU APPROVAL 14/0084 HORIZ DATUM MGADERIVED DCDB Sheet Revision
; reception toccorsulin.com -wtodconsuting.com ROL APPROVAL VERT DATUM AHD —AHD-PM103003
revision description. Rev] Date [Revision Description Drawn " an 9 128 08386 ° DECEMBER 2015 OPW APPROVAL RL 41.410 1 of 12 A

Full text of the other 5 pages

Page 2

hoe

CONSTRUCT
PILE RESTRAINT SLAB ——

REFER STRUCTURAL DRAWING
SET FOR INFORMATION.

A300 THICK

CONSTRUCT AN EARTH RAMP.

~DOWN BETWEEN PILE ROWS

CONSTRUCT A “4
300 THICK PILE
RESTRAINT SLAB 5
‘is
e

ROOF RL

BOUNDARY

LEVEL 2 RL 40.55

LEVEL 1 RL45.00

SCREW PILES FROM

CONSTRUCTION
PLATFORM TO REMAIN.

BASEMENT RL 40.80

WZ RL VARIES. REFER PLAN

RL 38.00 WZ

POOL PLANT RL 37.25

EARTHWORKS - STAGE 3

1:200 UNREDUCED AT AS
4400 UNREDUCED AT At

CREE AOA

DENOTES FINISHED CONCRETE SURFACE LEVEL.

CONSTRUCT AN EARTH-RAMP —
FE DOWN BETWEEN PILE ROWS.

SIS STE SER ES SN:

REFER ABOVE FOR CONTINUATION

URNAROUND PLATFORM

wl am
so ei

DETAIL_ON OP30.

TEMPORARY RETAINING _ :
STRUCTURE. VARIES BETWEEN
~t.0m AND 2.0m HIGH. REFER

REFER BELOW FOR CONTINUATION

STAGE 3 PROCEDURE :

PROGRESSIVELY REMOVE TEMPORARY
CONSTRUCTION PLATFORM AND.
CONSTRUCT REINFORCED CONCRETE WALL.
HEAD BEAM PILE CAP.

INSTALL NEW PILE RESTRAINT SLAB
REINSTATE SURFACE PROTECTION AND.
SURFACE DRAINAGE TO SOILS BETWEEN
BOUNDARY AND NEW WALL, TO AVOID
EROSION AND LOCAL SURFACE SAND SLIP.
MONITOR ADJACENT STRUCTURES, WALLS,
GROUND LEVELS AND SITE MONITORING
SURVEY POINTS.

EXCAVATE BEYOND THE PILE RESTRAINT
SLAB TO FORM THE RAMP DOWN TO THE
LOWER TURNAROUND PLATFORM.

CUTIFILL PLATFORM AREA AND USE
TEMPORARY SANDBAG RETAINING
STRUCTURES TO RETAIN FILL.

SECTION STAGE 3
"1200 UNREDUGED ATAS =a EARTHWORKS - STAGE 3 - CONTINUED
4:00 UNREDUGED AT At
1100 UNREDUGED AT At
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
nra UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
agreement between Tod esignet erties
Consuting = COMPANY H. GRAY s.prysturpA _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 3 Drawing Number
cient. This draw hitects , ,
used for his planners ESTABLISHMENT engineers & project managers SORYSTUPA 37 No RDP RPI97117 14517-OP23
iis drawing st Noosa: O7 5449 9600 LOCAL AUTHORITY NOOSA
for construc pore ech 07 4840 2897 Signed Date MCU APPROVAL 14/0084 HORIZDATUM ——_GADERIVEDDCDB a Sheet Revision
‘sued for constr 27.1.16| OPERATIONAL WORKS APPROVAL AY. ‘tearing com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 ee ee eee ee 2o0f 12 A
revision description, Revision Description Drawn ABN 39 128 805 336 OPW APPROVAL RL 44.410 MEASUREMENT BAR - INCREMENTS IN mm

Page 3

SSE

CEE CRBS EER

FEO EOE.

PILE TOP RL 44.40
TOE AT RL 36.50

ADDITIONAL STAND ALONE

jou}
je)

Ceaseengag
eLsanaeeny
eae CongenEgg 3
es
TOP CONCRETE PILES RL 44:40 = z |
__TOEATRL 36.59 8g
gs
— _ - w 2
Boe)
(en) a st
Bs Oo}
= ey
S38 |
ff
Do I
2
2

EARTHWORKS - STAGE 4

1:20 UNREDUGED AT Ad
4400 UNREDUGED AT At

STAGE 4 PROCEDURE :

EXCAVATE TO FORM THE RAMP DOWN TO.
THE NEXT WORKING PLATFORM AT RL 44.50.
CUT FOR PLATFORM AREA ALONG
PREVIOUSLY INSTALLED PILED WALL.
INSTALL PROPOSED PILES AT THIS LEVEL
AS INDICATED ON THE PLAN

STABILISE CUT BANKS WITH URETEK OR
APPROVED SIMILAR.

WORKING-PLATFORM AT _RL.44.50

RL 44.50

CONSTRUCT_AN EARTH RAMP.

DOWN BETWEEN-WORKING __

PLATFORMS

1:2 MAXIMUM BATTER

COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Tile Scale [Sheet Size
UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
esignet erties
COMPANY H. GRAY s.prysturpA _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 4 Drawing Number
ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPA97117 14517-OP24
Noose: 07 5449 9600 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA
awe Signed Date MCU APPROVAL 14/0084 HORIZ DATUM MGADERIVED DCDB ee ee ee Sheet Revision
‘A_|27.1.16| OPERATIONAL WORKS APPROVAL AY. receptonGtadcoreuing.com iw fodconsutirg oom DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD — AHD-PM103003 (dll) 3 of 12 A
revision description Rev] Date [Revision Description Drawn ABN 99 128 08 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS INmm

Page 4

&
Ke,

ROOF RL 52.55

ORR

POUR 450 DEEP LEVEL 1
BEAM FOR PILE
RESTRAINT AT RL 45.00
REFER STRUCTURAL DRAWING-
SET FOR INFORMATION.

POUR LEVEL 1+ SLAB FOR
PILE RESTRAINT AT RL 45.00

REFER STRUCTURAL DRAWING
‘SET FOR INFORMATION.

)

ON THE PLAN, REFERRING TO THE
STRUCTURAL DRAWINGS FOR THE

‘6m SETBACK

LEVEL 2 RL 49.55

LEVEL 1 RL 4

POUR BEAM FOR PILE
RESTRAINT

REQUIRED DETAILS.

SCREW PILES FROM
CONSTRUCTION
PLATFORM TO REMAIN.

BASEMENT RL 40,80

POUR SLAB (BEYOND)
FOR PILE RESTRAINT

Z RL VARIES. REFER PLAN

POOL PLANT RL 37.25

B® STAGE 5 PROCEDURE :
z| * INSTALL SCREW PILES AS SHOWN ON THE
5 PLAN IN ACCORDANCE WITH THE
3| SPECIFICATION AND TO THE CONTRACTORS
18 DETAILS.

* POUR BEAM AND LEVEL 1 SLAB AS SHOWN

ROOF RL 52.55

LEVEL 2 RL 49.55

LANDSCAPE
ARCHITECTS DRAWINGS

—— 0%
< L EARTHWORKS - STAGE 5
- a ao 1:200 UNREDUCED AT A
L 1900 UNREDUGED AT At
a -
a a
x
5
g| | 1 gy
= a SCREW PILES :
3 & RV1 2198.2 GALV AND EPOXY PAINTED SCREW PILE
af ~~ ~~ — ~~ MINIMUM 8m DEEP 30T SWL. CONC. FILL
| | | RV2 219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL
| RT RAKING AT 4 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
4 MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL
~ - aE RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
| EXISTING MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL
SURFACE BACKFILL AS PER THE
B ARCHITECT AND

LEVEL 1 RL 4

BASEMENT RL 40.80

ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
BELOW A 27° LINE PROJECTED FROM THE BASE OF THE SLOPE, AND
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.

THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
LAYERS.

POOL PLANT RL

|
RL 40.00 ~ 7 is

‘SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16

37.25

SECTION (D\ stacEs SECTION
weuangss 2 7 ORAS
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Ti Scale [Sheet Size]

copynght nacre UNIVERSAL PROPERTY A.VENESS S.PRYSTUPA _!PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
agreement between Tod esigner erifiec
Const ty Bae ance COMPANY H. GRAY s.prystupa _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 5 Drawing Number
client This crawing shall only
Used for this specific project. H i ‘Approved RPEQ No oi
eee ESTABLISHMENT engineers & project managers SPRYSTUPA 1137 ROP umoamy ween 14517-OP25
for ion u Sense 5 Box 5, Noosa, GLO S00 Signed Date MCU APPROVAL 14/0084 HORIZ DATUM MGADERIVED DCDB ee ee ee Sheet Revision
‘igsued for construction inthe |_A__|27.1.16| OPERATIONAL WORKS APPROVAL AY. reception @lodconsuting. com, ue todeonsuting com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 ee ee er er ee 4of 12 A
revision description, Rev] Date [Revision Description Drawn ‘ABN 90 128 005 298 OPW APPROVAL RL 44.410 MEASUREMENT BAR - INCREMENTS IN mm

Page 5

STAGE 6 PROCEDURE :

* EXCAVATE BEYOND THE LEVEL 1 WORKING
PLATFORM TO FORM THE RAMP DOWN TO A
LOWER TURNAROUND PLATFORM AT RL 41.00.

*_ EXCAVATE TO FORM ANOTHER RAMP DOWN
TO THE POOL LEVEL WORKING PLATFORM

* CUT/FILL PLATFORM AREA AND USE
TEMPORARY SANDBAG RETAINING
STRUCTURES TO RETAIN FILL

* STABILISE CUT BANKS WITH URETEK OR
APPROVED SIMILAR AS REQUIRED.

IT ARRARSATE 20mm PLATE WALINGS WITH 3 x 150 UB
cee e es es STRONG BACKS WELDED TO PILES AS SHOWN.

SCREW PILE

TEMPORARY RETAINING
STRUCTURE. VARIES BETWEEN
1.0m AND 2.0m HIGH.

ETS EE

EARTHWORKS - STAGE 6

10 UNREDUCED AT A
10 UNREDUCED AT At

LEVEL 1 WORKING
PLATFORM AT RL 44.50

aad 50

ree 00

43.00
nt TEMPORARY RETAINING
< STRUCTURE DETAIL

UNREDUCED AT AS
UNREDUCED AT AT

pL 42.00

PROVIDE 4 x RV2 SCREW PILES
UNDER RAINWATER TANK

PROVIDE 6 x RV2 SCREW-PILES
UNDER STORMWATER TANK

STRONG BACKS WELDED TO’PILES AS~
SHOWN ON THE ADJACENT DETAIL. ~

75mm SHOTCRETE TO STABILISE AND
RESHAPE BANK FOR TEMPORARY
WORKING PLATFORMS.

@219 SCREW PILES AT 2.0m MAX.
CRS. PILES TO BE 6.0m LONG.

~ ° >
POOL LEVEL WORKING 30° SLIPLINE &
——PEATFORM AT RL.37.00 9
- _ TEMPORARY RETAINING 5
\ STRUCTURE. VARIES BETWEEN epnck 9
won | 1.0m AND 2.0m HIGH. <>
aru 2
POOL LEVEL WORKING = TEMPORARY RETAINING
PLATFORM AT RL 37.00 STRUCTURE. VARIES
BETWEEN 1.0m AND
1 2.0m HIGH.
a) J
5
§
me SECTION
“5 a TEMPORARY RETAINING ‘Ho WREDUGED AT At
STRUCTURE. VARIES BETWEEN
4.0m AND 2.0m HIGH.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
signe erie
COMPANY H. GRAY s.prysturpA _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 6 Drawing Number
ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPA97117 14517-OP26
Noosa: 07 5489 9600 S.PRYSTUPA — 1137 LOCAL AUTHORITY NOOSA
- [email protected] wiw.todconsuking.com ¥ blll)
revision description Rev] Date [Revision Description Drawn " 9 00898 ° DECEMBER 2015 | cow APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm 5 of 12 A

Page 6

SMALL VEHICLE TURNAROUND AREA

— Z _

PILE BELOW.

PARTIAL LEVEL 2 POUR FOR WORKING

PLATFORM/TURN AROUND AREA
REFER STRUCTURAL DRAWING SET FOR INFORMATION.

CONSTRUCT @450 R:C. COLUMN UP FROM
_PREVIOUSLY CONSTRUCTED ISOLATED

REFER STRUCTURAL DRAWING SET FOR INFORMATION.

PARTIAL LEVEL 2 POUR FOR WORKING
PLATFORM/TURN AROUND AREA

PREVIOUS DRI

6m SETBACK

IVEWAY POUR

SOUNDARY

ROOF RL 52.55

LEVEL 2 RL 49.55

LEVEL 1 RL45.00

PREVIOUS LEVEL 1 POUR

|__— RLVARIES.

REFER PLAN

SCREW PILES FROM
CONSTRUCTION
PLATFORM TO REMAIN.

BASEMENT RL 40.60

POOL PLANT RL 37.25

Se < SECTION STAGE 7
1200 UNREDUGED ATAS =a
4:00 UNREDUGED AT At
EARTHWORKS - STAGE 7
1200 UNREDUGED ATAS
1:00 UNREDUGED AT At
STAGE 7 PROCEDURE :
* POUR COLUMN AND PART LEVEL 2 SLAB AS.

SHOWN ON THE PLAN, REFERRING TO THE

STRUCTURAL DRAWINGS FOR THE

REQUIRED DETAILS.

Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
esigne erties
COMPANY H. GRAY s.prysturpA _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 7 Drawing Number
Used or this specific project. ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPA97117 14517-OP27
Noose: 07 5449 9600 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA

This drawing shall not be used ‘Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 si d De i o 10 20 30 40 50 60 Sheet Revision)
for PO Box 61, Noosavile, QLD #566 signe ate MCU APPROVAL 14/0084 HORIZ DATUM MGA-DERIVED DCDB
‘igsued for construction inthe |_A__|27.1.16| OPERATIONAL WORKS APPROVAL AY. [email protected] a fodconeuling com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 ee ee er er ee 6 of 12 A
revision description, Rev] Date [Revision Description Drawn ‘ABN 30128 008 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm

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Tod Eng Part1 · OPW16/0021

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