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SUPERSEDED - RAL21 0026 & OPW21 0303 Approved Plans

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                                                                                                                                   Stewart and Katrina Duncan


                                                                                                                                  Proposed Subdivision
PLAN of DEVELOPMENT                               Base Parcel Lot 373 Area...

PROPOSED SUBDIVISION
                                                                                                                                  AHD
Lot 373 on P93115
29 Currawong Crescent                                                                                                             TS2122-POD
PEREGIAN BEACH
Local Authority: Noosa Council
                                                                                                                                   Plan of Development                         B

                                                                                                                                   1:400 A3 size       Mon 18 Oct 21

                                                                                                                     ISSUE A 15-6-21
                                                                                                                     Orig Issue

                                                                                                                     ISSUE B 18-10-21
                                                                                                                     addition existing and proposed rainwater distribution box
                                                                                                                     addition existing western sewer house connect: not in use
                                                                                                                     eastern sewer house connect in new Easement to Lot 32
                                                                                                                     diversion house drainage to west connection




                                                                                                                                                                                           30.5




                                                                                                                                                                                      30




                                                     HIGH
                                                    MASO SET                                                                                                                   29.
                                                                                                                                                                                  5
                                                         NRY



               HOUS
                   E EAS
                        T ELE
                                VATIO
                                     N




                                                                                                                                                                               WAY
                                                                    31
                                                                                                                                                                          29




                                                                              32
                                                         Em                                           30
                                                            t   S                                                                                                  28.
                                                                                                                                                                      5




                                                                                                                                                             28
        26




                                                                                          29.5

             CUR
                R   AW
                                         26.5




                       ON                                                                                                                             27.
                          G                                                                                                                              5
                                                                                                                                                           LO W




                                                                         26



                                                CRE
                                                                    26




                                                    S                                                                                            27




                                                                                                                                         26.
                                                                                                                                            5



                                                                                      5
                                                                                   27.
                                                                                                                                    VID
                                                                                                                                  DA




                                                                                                                                            APPROVED PLAN
                                                                                                                                         RAL21/0026 & OPW21/0303
                                                                                                                                            NOOSA COUNCIL
Subject to Survey:                                                                                                                             20 MAY 2022
Lots 31 and 32 final dimensions and areas                                      Scale 1:300           dimensions in metres
                                                                               0      3          6         9   12   15    18        21          24    27      30
are subject to subdivision survey.
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Page 2

Lot.31
931m2                                              APPROVED PLAN
                                                RAL21/0026 & OPW21/0303
                                                   NOOSA COUNCIL
                                                      20 MAY 2022
         Lot.32
         854m2




                  0   1   2   3   4   5   10m      15m    20m


[OCR of page images]
 

STORMWATER INFILTRATION PIT.
SILTY SAND SUBGRADE.
12.5m2 ATLANTIS MATRIX 3.5m x 3.5m
SINGLE TANK MODULE 1m DEEP
GEOFABRIC LINED PIT
INFILTRATION & DETENTION
= 12,500 LITRE CAPACITY
SHEET OVEFLOW TO LANDSCAPING

 

APPROVED PLAN
RAL21/0026 & OPW21/0303
NOOSA COUNCIL
20 MAY 2022

 

 

 

 

| CERTIFY THAT THE DETAILS SHOWN ON THIS|
DRAWING HAVE BEEN PREPARED UNDER MY
SUPERVISION TO CONFORM WITH UNITYWATER
& SCC POLICY & CURRENT BEST PRACTICE.

SIGNED: LZ Boac Ben,

DATED: OCTOBER 2021
INAME OF SIGNATORY (PRINT): KEN CROCKER
IR.P.E.Q. No. 638

 

 

 

 

 

 

  
 
 

125thk CONCRETE SLAB
‘SL72_MESH (1)

oN - 125 SUB-BASE. GRAVEL

eocatio / BSI CONCRETE Stas SUBLET 10 sunatane
NIL TRATON 7 ‘SLIEMESHAT)
Pi 125, SUB-BASE. GRAVEL

 
  

‘SUBORADE

   

SUBIELT 10
TESTING.

 

Currawong

Cres.
Boundary

     

     
 

 

EXISTING SLOPE 1:5.

»¢° EXISTING GROUND SURF!

 

 

 

  
  

NE
SES g Sale :
xv wo tad 1:6 teh
Q saMeur prey 2 DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWG.
PROPOSED DRIVEWAY LOT.32
a SCALE: 1:20 A3
@
SCALE: 1: 250 A3
0123465 10m 15m 20m

 
 

y

   

 

 

DESIGNED _K.N.C. ASSOCIATED CONSULTANTS CROCKER & ASSOCIATES PTY LD PROPOSED SITE PLAN SCALE AS SHOWN

 

 

 

 

 

 

 

 

E

D DRAWN ACW. PROPOSED RECONFIGURATION SHEET 2 OF 6 SHEETS
5 ARZ2 | AMENDMENTS a STRUCTURAL, ENGINEERS 29 CURRAWONG CRESCENT pe Ne |]
A foc. [AMENDMENTS MAROOCHYDORE: LOT. 373 P93115 PEREGIAN BEACH 21/8698-2 [74
NDEX| DATE REVISION PH.(07)54432988 —-FAX.(07)54435157| for S, & K. DUNCAN bi

 

 

 

 

 

 

 

 

 

 

 

Page 3

                        Lot.31
                        931m2             APPROVED PLAN
                                       RAL21/0026 & OPW21/0303
                                          NOOSA COUNCIL
                                             20 MAY 2022




0   1   2   3   4   5            10m


[OCR of page images]
 

 

 

REPLACE. PAVERS WITH
125thk CONCRETE SLAB

NON-SLIP SLP2_MESH(T)
125 SUB-BASE GRAVEL

SUBJECT TO/SUBGRADE

TESTING.

    

 

APPROVED PLAN
RAL21/0026 & OPW21/0303
NOOSA COUNCIL
20 MAY 2022

 

 

 

REPLACE PAVERS WITH
125thk. CONCRETE SLAB
NON SLIP SL72_MESH(T)
125 SUB-BASE GRAVEL
SUBJECT TO SUBGRADE
TESTING.

Boundary

EXISTING SLOPE 10.6% |
10m

EXISTING SLOPE 23.2%

 
  
   

 

Currawong
Cres.

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| |
15m | 15m Dn 3.0m 6.0m 3.92m
SAWCUT BITUMEN 125% 25% 18.18% 24.4% 3.8%
MATCH TO EXBING Ve 140 1:20 155 1h 126
DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWS.
DRIVEWAY LONG SECTION LOT.31
: oN SS
DRIVEWAY LOT31_ =
5 SCALE: 1: 100 A3 40m
J
E DESIGNED KN. ASSOCIATED CONSULTANTS PROPOSED DRIVEWAY TO LOT.3T SCALE AS SHOWN
D DRAWN ACW. CROCKER & ASSOCIATES pry LID PROPOSED RECONFIGURATION SHEET 3 OF 6 SHEETS
c aie MAR, 2022 STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT PWS. No. tJ
8 96 MAUD STRERT, LOT. 373 P93115 PEREGIAN BEACH 21/8698-3 [4
DE REVISION PH.(07)54432988 —-FAX.(07)54435157| for S, & K. DUNCAN |

 

 

 

 

 

 

 

 

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