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APPROVED Plans MCU11/0198
Plans and drawings
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SETBACK DISTANCES ARE
P BUSHHRE ATTACK LEVEL. 12.5 FROM THE OUTSIDE OF THE
FASCIA TO THE BOUNDARY.
IRRIGATION DISPOSAL AREA - 441m2 PLEASE REFER TO CONTRACT
DOCUMENTS FOR FULL DETAILS EAVE WIDTH TO OUTSIDE OF
AS PER AS1547-2000, LOCAL COUNCIL FASCIA IS 650mm MAX.
REQUIREMENTS & PERCOLATION TEST
(LANDSCAPING BY OWNERS) ALL RETAINING WALL WORKS, INCLUDING
ILI --^- -o-- TEMPORARY EXCAVATION FOR RETAININGWAL.L, BY OWNER
NORTH Oyg ryF
RETAINING WALL:- CLASSIFICATION A SITE FENCE RETAINING WALLS TO BE CONSTRUCTED IN
SUNSHINE COAST REGIONAL COUNCIL -2000H AT MAX. FILL POINT BASED ON (IF APPLICABLE) ACCORDANCE WITH THIS DRAWING INCLUDING WALL
LOCATION AND WAIL THICKNESS
L J APPROX. 3000 FROM INSIDE FACE ADDITIONAL, COSTS MAY BE INCURRED BY THE
APPROVED OF WALL TO BRICKWORK (A) APPROX. POSITION OF FUTURE OWNER SHOULD WALL CONSTRUCTION VARY FROM
SURFACE WATER GRATE -ALL WORKS BY OWNER POOL BY OWNERS KEEP ALL THIS DRAWING
LINES TO 1m3 SOAKAGE PIT MCU 11/0198 31 Oct 2011 PLEASE NOTE: RETAINING WALL HMO TO BE CONFIRM Erf
ALL WORKS (IRRESPECTIVE OF REQUIRING A
OWNER AFTER SITE CUT, PIPES CLEAR. MIN. 3m FROM COUNCIL APPROVAL) MUST MEET THE
APPROX. POSITION OF FOUNDATIONS. REQUIREMENTS OF THE BUILDING CODE OF
APPROX. POSITION OF AUSTRALIA INCLUDING HAVING SUITABLE
HOME SEWAGE TREATMENT ROTARY CLOTHESLINE Views ENGINEERING ADVICE AND CONSTRUCTION BY
PLANT SYSTEM LISENCED CONTRACTORS
np OWNERS WORKS MUST ACCOUNT FOR THE WALL
6m BEING LOCATED IN CLOSE PROXIMITY TO ANY SEWER
OR STORMWATER EASEMENTS OR EXISTING
4. dE_ /ti STRUCTURES
255 c-I
OWNERS WORKS MUST ALSO INCLUDE PROVISION
0
5 FOR BUILDERS SERVICE RUNS AS REQUIRED
25.75- A SEPERATE COUNCIL APPROVAL MLL BE
226.00 REQUIRED TO BE PROVIDED BY OWNER FOR ANY
WALLS AS NOTED BY PRIVATE CERTIFIER IN THEIR
9rZS p -DP-!-- A Imo` APPROVAL INCLUDING BOUNDARY RELAXATION IF
226.561-1 - - T Eri-^ P! APPLICABLE
226.75 'DP 'DP REFER TC RETAINING WALL NOTES INCLUDED IN
227.00 a4- ^SWG NEW HDVE T ENCER
` /
227.25,(` - DP PAD AHD. DP ens SITEWORKS LEGEND
227506
. •------. 227.50- ,T---- - ------------------=^ C ----------- PAD -AHD. CL :- 2.000 DENOTES 90100Tm
2.000 DIA P.VC STORM-
ti PAD AHD.:- 227.500 19WATER PIPE.
11 22 PROPOSED ^, --- DENOTES 250 x 250
SLAB AHD.:-227.825 3SLRFACE
10m WATER GRATE
22 0 -RESIDEVICE NOTE : PLATFORM HEIGHT
& RETAINING CAN VARY c.cCONNECTED TO SEPARA
DUE TO SITE COND. STORMWATER PIPE.
SLAB AHD. 227,825
5000L TANK FOR rf 228'2, SW _.,
BUSHFIRE STORAGE.
228.50 -EARTHEN E
DP CRITICAL PAD LEVEL
^..•I(1/OVERFLOW) '
228.75
SP.ON-
DRR IN DP DP 35 DP DP P
M, ER
ONO q YES
z b --- - - - - - - - - - - - - - -
p0^ F 229.00;^. ,
SWG o ?`a• S
229.2e_____ f.vl^; , s W NOTE : ALL BUILDING WORKS ARE TO
COMPLY WITH THE BUILDING
CODE OF AUSTRALIA.
0 POWER
0 ------ --------------- POLE WRITTEN DIMENSIONS SHALL TAKE
EARTHEN ° PRECEDENCE OVER SCALE.
25 DRAIN ------------- SURVEYOR Nc
20 PROVISION FOR DR
FUTURE TRENCHAIN
1:3 BATTS GRATE BY OWNER
/
0)
-------------- --° --------------------------------------- a
----------------
cq-
.
94.66
Coral
1zs Homes
Coral Homes
1u
36 Laver Drive, Robina 4226
I 1 P.O. Box 4627, Robins Town Centre 4230
2/30,400L POLY. ABOVE GROUND B.S.A LIC. No. 1014053 (OLD)
B.S.C LIC. No. 62084C (NSW)
WATER TANK CONNECTED TO 1 `-•tJy
tc CLIENTS
ENTIRE HOUSE.
ALL DP's CONNECTED TO TANK NOTE:- USE TEMPORARY P. & F. BROAD & A. & A. LINDSEY
(PARTIALLY BURIED) DOWNPIPES. LOT 5 BLACK MOUNTAIN ROAD
COOROY
FINAL SIGNED COPY - FILL PLACED
RETAINING WALL:- CLASSIFICATION A TENDER LETTER
FB'tu
0 RETAINING WALL:- CLASSIFICATION A 0ACCEPT THAT THESE PLANS ARE THE FINAL AROUND THE PERIMETER
-2000H AT MAX. CUT POINT BASED ON -1750H AT MAX. CUT POINT BASED ON
KING DRAWINGS THAT SUPERSEDE PREUU.
PLANS & I/WE HAVE CHECKED THAT ANY AL TER- OF THE CONCRETE 2 6 AUG 2011
APPROX. POSITION OF DRIVEWAY BY OWNER. APPROX. 3000 FROM INSIDE FACE APPROX. 3000 FROM INSIDE FACE ATCNS OR ADDITIONS ARE SHOWN. SLAB (IMMEDIATELY REFERENCE No.
ALL WORKS TO SUIT COUNCIL REQUIREMENTS. OF WALL TO BRICKWORK (A) OF WALL TO BRICKWORK (A) THESE PLANS ALSO FORM PART OF OUR FOLLOWING SLAB SITE PLAN LAYOUT J20374
CONTRACT BETWEEN THE PROPRIETOR
ALL SITEWORKS/RETAINING WALLS BY OWNER IF -APPROX. 7740 FROM INSIDE FACE -APPROX. 7740 FROM INSIDE FACE & CORAL HOMES. POUR) TO DIVERT SCALE 1:200 D A TE MSP-F: 10-02-11
REQUIRED. REFER DETAILS SHEET 3b OF WALL TO BOUNDARY (B) OF WALL TO BOUNDARY (8) WATER AWAY FROM DRAAN JEL CP: 25-08-11
FOUNDATIONS. TEAM I
-ALL WORKS BY OWNER -ALL WORKS BY OWNER PROPP,IEDRSGWWP,E PROPRIETOR SIGNATURE
SIT E PLAN PLEASE NOTE RETAINING WALL HEIGHTS TO BE CONFIRMED BY
OWNER AFTER SITE CUT.
PLEASE NOTE RETAINING WALL HEIGHTS TO BE CONFIRMED BY
OWNER AFTER SITE CUT. THESE PLANS REMNN
COPYRIGHT OF THE
CORAL HOMES GROUP
- 100mm STORMWATER ONES
TO ENTIRE SITE
S"EET 3a OF 8
C THE CORAL HOMES GROUP
ALL RIGHTS RESERVED.
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