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Attachment 6 - Building Pad and Site Works Plan · RAL20/0005
Plans and drawings: the text below has words only, no drawings.
46.150
.6m
FALL
R.L:1
3.8m :13 3.5m BUILDING PLATFORM NOTES:
R.L R.L:1 ROCK SCOUR
.1m
F.S.L:13.6m PROTECTION. 1. SITE VEGETATION CLEARING WORKS TO BE
:1 3
13.7m EXIS UNDERTAKEN IN STRICT ACCORDANCE WITH LOCAL
R.L
TING
7m
SWA AUTHORITY REGULATIONS.
LE D SPILLWAY
8
12.
.3m R AIN 5m 2. ALL TREE STUMPS AND ROOTS MUST BE DUG OUT
I.L:13 I.L:13.1 RL: 13.60
I.L:
I.L:13.1m AND REMOVED.
.1m
13.4m
R .L
BASE 3. INSTALL TEMPORARY SPEAR PUMPS AROUND
:13
13.64
m .27m 600W
:1 3
I.L:13 DRAIN BUILDING FOOTPRINT TO LOWER EXISTING WATER
R.L
2/Ø225 SN8 UPVC PIPES
LINED
.4m
13.37
m ETE UNDER DRIVEWAY. TABLE. CONSULT WITH HYDRAULIC CONSULTANT AS
I.L: C ONCR
13. REQUIRED.
2m ROCK DISSIPATER
m
4. 200mm UNSUITABLE SURFACE MATERIAL SHALL BE
3.2
TRENCH.
FALL
L:1
EXCAVATED OUT AND TRANSPORTED OFF SITE.
R.
SHAPE DRAIN EDGE TO NEW DRAIN TO DIVERT 5. REINSTATE EXCAVATION WITH 300mm OF TYPE 2.2
FLOW PATH MATCH INTO I.L:13.2m F.S.L:13.6m Ø100-200 ROCK FILL ROAD BASE GRAVEL LIGHTLY COMPACTED INTO
SUIT & MARRY INVERTS.
.27m
F.S.L:13.8m OVER GEOFAB TOP PLACE. APPROXIMATE PAD SURFACE LEVELS
R.L:13.3m
EXISTING. VERIFY
3
OF BOUNDRY RL: 13.1
I.L:1
ROCK FILL TO END OF EXTENTS ON SITE. PROVIDED.
LL 6. CONTOURS SHOWN ARE EXISTING BY: SKYLINE
CONCRETE DRAIN. FA
PROVIDE 2M WIDE SURVEYORS: CONTOUR AND DETAIL SURVEY DATED
PROVIDE Ø90mm PVC PIPE PROVIDE JUTE MATTING SPILLWAY TO 24/1/2015.
THROUGH STRIP FOOTING DRIVEWAY FINISHED 7. SCREW PIERS TO BE INSTALLED AT PAD LEVEL.
m
R.L:1
AND NATURAL PLANTINGS
3.5
AND DRAIN TO OUTLET. TO NORTHERN END OF SURFACE RL:13.25 CONCRETE FOOTINGS SHALL BE FORMED WITH
:1
3.5m
R.L
I.L:13.55m STRUCTURE. SHUTTERS TO BUILDER SPEC'S.
8. FOLLOWING CONSTRUCTION OF FOOTING SYSTEM
R.L PLACE AND SECURE A14 GEOFABRIC THROUGHOUT
:13
m
.4m F.S.L
3.5
:13.8m AND PROVIDE 100mm DIAMETER ROCK SPALLS
FALL
:1
OUTLINE OF GRAVEL BUILDING PAD
I.L:13.30m
R.L
BLANKET WHERE SHOWN.
9. PROVIDE CONCRETE (SHOT-CRETE) LINED DRAINS AS
F.S.L:13.88m
APPROX. EXTENT OF INDICATED. ENSURE FALLS MATCH EXISTING
OUTLINE OF GRAVEL BUILDING PAD
BUILDING PLATFORM. ADJACENT SITES.
10. PROVIDE CONCRETE (SHOT-CRETE) FOOTING BATTER
CONCRETE LINED DRAIN 400W BASE
PROPOSED BUILDING OUTLINE
CONC DRAIN 400W BASE I.L:13.6m PROTECTION TO SOUTHERN END OF BUILDING AS
PROVIDE JUTE INDICATED.
I.L:13.65m MATTING AND
I.L:13.35m
OUTLINE OF GRAVEL BUILDING PAD NATURAL
R.L:13.4m
BUILDING PLATFORM PLANTINGS
PROPOSED BUILDING OUTLINE
OUTLINE OF GRAVEL BUILDING PAD
PAD RL: 13.8 BUILDING PLATFORM BUILDING PLATFORM GARAGE BUILDING TO NORTHERN
PAD RL: 13.65 PAD RL: 13.5 PLATFORM PAD RL: 13.5 END OF
STRUCTURE.
R.L:13.0m
CONCRETE LINED DRAIN 400W BASE
HATCH INDICATES EXTENT
SHOT-CRETE FINISHED
OF 100mm DIAMETER ROCK EX
SURFACE LEVEL IST
SPALL MATTRESS SURFACE ING
EXTERNAL TO RESIDENCE I.L:12.9m
SCOUR PROTECTION SW
FOR SCOUR PROTECTION. R.L:13.0m AL
ED
RA
R.L:13.6m
PROVIDE ADDITIONAL BACKFILL FOLLOWING
IN
RIDGE FOOTING CONSTRUCTION ENSURE SUB
FLOOR PAD LEVEL AND ROCK MATTRESS
I.L:13.4m GARAGE FINISHED
ALLOW FOR WATER DRAINAGE TO CONC
R.L:13.5m BUILDING PLATFORM SURFACE RL:14.040
LINED DRAINS AND CAN OUTLET POST FLOOD
.5m
PAD RL: 13.65 EVENT. VERIFY LEVELS ON SITE. B
:13
ST03-1B
I.L:13.18m
R.L
R.L:13
EX .2m
R.L:13.4m
BUILDING PLATFORM A BUILDING PLATFORM
I.L:13.0m IST
R.L:13.18m ING PAD RL: 13.65 ST03-1A PAD RL: 13.5
STORE FINISHED SW
.2m
AL .0m
E
:13
SURFACE RL:13.90 DR GARAGE BUILDING
:13
AIN I.L:13.3m
R.L
R.L
I.L
PROPOSED BUILDING OUTLINE PLATFORM PAD RL: 13.4 :13
I.L:1
2.7m .0m
OUTLINE OF GRAVEL BUILDING PAD OUTLINE OF GRAVEL BUILDING PAD
R.L
I.L:13.10m :13. 4
0m
I.L:13.05m CONCRETE LINED DRAIN 600W BASE I.L:12.90m 2016 - 0730
28.404m, 180° 5' 0"
EXCLUDE DRAIN REAR WALL R.
L:1
R.L:13.5m PROVIDE 2/Ø90mm PVC 3.2
THROUGH THIS LOCATION. CONFIRM CONC. DRAIN
NOOSA NATIONAL PARK PIPES THROUGH STRIP m
ALIGNMENT ON SITE, MARRY
FOOTING AND DRAIN TO INVERT TO EXISTING &
OUTLET. RESHAPE GROUND TO SUIT.
Ø100-200 ROCK FILL TO
BUILDING PAD & SITE WORKS PLAN 1:100 @ A3 END OF CONC. DRAIN.
REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED ADDITIONS 1443
A 15/07/16 FOR COSTING LR LR AT NO:20 MITTI ST, NOOSA HEADS
1 01/09/16 FOR CONSTRUCTION LR DK DATUM AHD
2 07/09/16 FOR CONSTRUCTION LR LR DESIGN LR
0 1.0 2.0 3.0 4.0 5.0m ................. FOR S TRITTON & P LOXTON SHEET: 3 OF 16
3 19/10/16 FOR CONSTRUCTION NN LR REV
LINCOLN ROBERTS DRAWING TITLE: DRAWING NUMBER
4 31/10/16 FOR CONSTRUCTION NN LR DRAWN LR
SCALE 1:100 A3 (RPEQ 17393) BUILDING PAD AND SITE WORKS PLAN
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST03-1A 4
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE JULY 2016 Barlow Shelley Consulting Engineers FOR CONSTRUCTION a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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