Development Application - Part 2 of 2 - Plans

      LEGEND                                                                                                                                                                                                                                                                           NOTE. EXISTING STORMWATER IS ONLY
                                                                                                                                                                                                                 ~
                                                                                                                                            1/00’"
                                                                                                                                                                                                              <:S
                                                                                                                                                                                                             ~.
                                                                                                                                                                                                                                                                                       APPROXIMATE LOCATION                                       Callaghan & Toth
     I:   4
                         ~
                             .
                             .



                             .
                                                STRIP TOPSOIL 100mm MINIMUM THICKNESS AND PLACE
                                                                                                                                               ~"                                                          cf                                                                                                                                                Civil, Environmental &
                                                GEO-TEXTILE GRADE 34 BIBUM OR EQUIVALENT 0.5m PAST

                                                                                                                                                                                                                                                                                                                                                        ~
                         .




                                                EDGE OF DRIVEWAY TO FULL EXTENT <1F WORKS. PLACE
                                                                                                                                                     17h’"                                              ",                                                                                                                             ~R’ ~, Hydraulic Engineers
                                                                                                                                                       ~"                                                                           REPLACE EXISTING 1 OO PVC STORMWATER
                                                                                                                                                                                                                                                                                                                                         jl~~’
                                                ROCK 50-100mm DIAMETER AND 200mm THICKNESS AND
                                                COMPACT. THEN LAY GRADE 34 GEO-TEXTILE AND BASE
                                                                                                                                                                    a",
                                                                                                                                                                        ~%- "’.
                                                                                                                                                                                                          ’"’’
                                                                                                                                                                                                                                    PIPE WITH A 150 PVC STORMWATER PIPE
                                                                                                                                                                                                                                    ENCASED IN 150mm THICK NO FINES                      NOTE: EDGE OF ACCESS IS TO
                                                                                                                                                                                                                                                                                                                                                 Il~~)
                                                                                                                                                                                                                                                                                                                                                 ~Ii I
                                                                                                                                                                                                                                                                                                                                                                           NOOSA  ~J1l~ ~~~
                                                                                                                                                                                                                                                                                                                                                                   6/41 Sunshine Beoch Rood
                                                COARSE GRAVEL WITH EXTRA BINDER 100mm THICK AND                                                                                          "                                          CONCRETE UNDER. NEW DRIVEWAY                       BE GENERALLY l00mm TO 150mm                     -==-
                                                                                                                                                                                                                                                                                                                                                              Phone 54749081. fox 54749041
                                                COMPACT TO 100% STANDARD DENSITY.                             ’’-._                                                                           >                                                                                        ABOVE NATURAL SURFACE AND FREE                                              wW’II.colloghonondtoth.com.ou
                                                                                                                      ,
                                                                                                                      "
                                                                                                                                                                                         /                                                                                             DRAINING TO EXISTING DRAIN                                              dotum AHD DERIVED
     11:1,1:1:1:1 ’1:1:1:1:11/:111:1             PROPOSED TELLAM 200mm WIDE HEAVY                                     ",                      ’"
                                                 DUTY TRENCH GRATED DRAIN
                                                                                                                          "
                                                                                                                                                     "
                                                                                                                                                                                   /                                                                                                                                                                                             PSIA
                                                                                                                                                         -I....                                                                                                                                                                                        AH      Origin (B.M.) RL .
                                                                                                                                                                                  /
                     CD      $#                 PROPOSED FINISH LEVLES
                                                REFER     *
                                                              AND TABLE
                                                                                                                                                                   -l

                                                                                                                                                                  a~
                                                                                                                                                                             /
                                                                                                                                                                                                                                                                                       DRIVEWAY SETOUT TABLE                    approved

                         T                      PROPOSED TELSTRA                                                                                                        \\
                                                                                                                                                                        r.                                                                                                             POINT    EASTlNG   NORTHING LEVEL
                                                                                                                                                                                                                                                                                                                                SURVEYED BY
                                                                                                                                                                                                                                                                                                                                  MAX WATTERSON a: ASSOCIATES
                                                                                                                                                ",;’, t                                                                                                                                   I    -1032.4842 141.1524 0.797
                                                EXISTING GRAVEL ROAD

                                                EXISTING OVERHEAD POWER                                                                       ./
                                                                                                                                       EXISTING STAY POINT
                                                                                                                                                                  ’._
                                                                                                                                                                        \        ’\\~~   -




                                                                                                                                                                                         \ <-
                                                                                                                                                                                             ’:.
                                                                                                                                                                                               .(
                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                         3
                                                                                                                                                                                                                                                                                         4
                                                                                                                                                                                                                                                                                               -1029.5773 133.7213 0.862
                                                                                                                                                                                                                                                                                               -1031.5567 125.9912 0.887
                                                                                                                                                                                                                                                                                            -1038.8770 114.3929 0.912
                                                                                                                                                                                                                                                                                                                                  PHONE 54 426 121



                                                                                                                                                                                                                                                                                                                                  project
     --L...L._LL J   I   I 1 ,l !
                                ./_j_
                                                EXISTING BUILDING/STRUCTURE
                                                                                                                                                                             _                      .

                                                                                                                                                                                                                                                                                         5  -1040.2020 108.5237 1.032
                                                                                                                                       .’                                                     ~
     --LlJ.J..._...l.../.J.L__                  EXISTING EDGE OF BITUMEN                                                               /
                                                                                                                                                                                                                                                                                         6  -1037.5331 103.1312 1.051             ACCESS DRIVEWAY TO " 3 c!c 5
                                                                                                                                   /
                                                                                                                                                                                                                                                                                         7  -1031.4675 97.2459 1.126
                                                                                                                                   /
      -
                         P                      EXISTING PAVERS                                                               ,.                                                                                                                                                         8  -1034.2530 94.3751 1.126
                                                                                                                                                                                                                                                                                                                                  NOOSA RIVER DRIVE, NOOSA
                                                                                                                              /
                                 .
                                      ,,""-
                                                EXISTING WALL                                                             /
                                                                                                                          /
                                                                                                                                                                                                                                                                                         9  -1040.3184 100.2602 1.051             NORTH SHORE
                                                                                                                                                                                                                                                                                        10 -1042.3152 102.7412 1.044
                                                PROPOSED EASEMENT                             EXISTING TELSTRA PIT IS TO                                                                                                                                                                11  -1043.6488 105.6329 1.037
              ’.   ,,’.      ,.""        -

                                                EXISTING CONCRETE                                BE MOVED 500mm AWAY                                                                                                                                                                    12 -1046.0765 104.8570 0.960
                                                                                               FROM PROPOSED DRIVEWAY                                                                                                                                                                   13 -1048.6136 106.4578 0.975            Client
     -----+-.,.-
                                               .EXISTlNG TABLEDRAlN
                                                                                                                                                                                                                                                                                        14 ’-1042.2603116.5274 0.912
     -
         ow   -      .w -.w -ill               EXISTING 100 PVC                                                                                                                                                                                                                         15 ";1034.6743 128.5504 0.887
                                               STORMWATER PIPE & PIT
                                                                                                          /
                                                                                                                                                                                                                                                                                        16 -1034.2927 133.6837 0.861
                                                                                                                                                                                                                                                                                                                                JOHN c!c JUUE GLENNON
                                                                                      USE 200mm WIDE HEAVY DUTY TRENCH GRATE 4m
                                                                                                                                                                                                                                                                                        17 -1032.1859 135.2515 0.805
                                                                                         LONG TELLAM 15720 CAST INTO APPROXIMATELY
                                                                                    300mm DEEP x 150mm THICK x 4m LONG CHANNEL.
                                                                                       INVERT OF GRATE CHANNEL IS TO MATCH EXISTING
                                                                                                                                                                                                                      ^"                                                                                                      title
                                                                                           SWALE INVERT AT UPSTREAM WITH 1 :200 FALL.
                                                                                                                                                                                                                         >’^>-                                                                                                    DRIVEWAY DETAIL PLAN
                                                                                                                                                                                                                     BREAK UP EXISTING BITUMEN TO




                                                         LOT J
                                                         RP47488              /
                                                                                ///                                                                                                                                  0.5m INSIDE NEW BOUNDARY &
                                                                                                                                                                                                                     REUSE AS BLINDING LAYER




                                                                                                                                                                                                                                    SHED TO BE
                                                                                                                                                                                                                                                                                                                            LOT 1 c!c 3 on CP807560
                                                                                                                                                                                                                                                                                                                            LOT 2 on RP46057
                                                                                     PLACE NEW TELSTRA                                                                                                                              REMOVED

                                                                          ///       CONDUIT 400mm OFF
                                                                                      EXISTING BOUNDARY
                                                                                                                                                                                                                                                                                                          "




                                                                                                                                                                                                                                                                                                              ,,_   )Parish of lAGUNA
                                                                                                                                                                                                                                                                                                                           County of MARCH
                                                                 ////                                                                                                                                                                                                                                                       SUNSHINE COAST COUNCIL
                                                                /
                                                                                                                                                                                                                                                                                                                            locality of NOOSA NORTH SHORE

                                                    ,/
                                                        .///
                                                                                                                                                                                                                                                                                                                                  SCALE
                                                   //
                                             /,/.1’                                                                        J...]                                                                                                                                                                                            o      1.25 2.5 3.75 5.0 6.25                        Neier,     12.5


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                                    ./
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                                                                                                                                   ’00"1                                                                                                                                                                                           scale               SCALt: SHOWN IS ORIGIN DRAWING SCALE
                                                                                                                                                                                                                                                                                                                                                       00 NOT SCALt: FRaU THIS DRAWING
                                                                                                                                                                                                                                                                                                                              1:25O(A3)
                             I~//                                                                                                                                                                                                                                                                                                                      USE ON!.Y DIMENSIONS PRO’>IOEO




                   ,//                                                                                                                                                                                                                                                                                                            REVISIONS

              ,/                                                                                                                                                                                                                                                                                                           OM         revision detoils                                    dote
                                                                 LOT 4                                                                                                                                                                                                                                                      ...       .



    ///                                                          RP47488
/’
/




                                                                                                                              LOT 2                                                                                                                                             (;:j
                                                                                                                                                                                                                                                                               #
                                                                                                                               PLACE NEW TELSTRA
                                                                                                                                                                                                                                                                           ~
                                                                                                                                                                                                                                                                           C3
                                                                                                                                                                                                                                                                                                               II               FILES

        ALEXANDER DAVID TOTH                                                                                                  CONDUIT 250mm OFF                                                                                                                            ~                                  N                   COMPUTER DIRECTORY

                   REGISTERED PROFESSIONAL                                                                                                                                                                                                                                                                                 X:\JOBS\CT
                                                                                                                              PROPOSED BOUNDARY                                                                                                                            ~                                                                     ..,




                     ENGINEER OLD NO.6                                                                                                                                                                                                                                                                         "
                                                                                                                                                                                                                                                                                                                                         FOR APPROVAL

                                                                                                                                                                                                                                                                                                                                            Sheet           2 of    3   sheets

                                                                                                                                                                                                                                                                                                                                            drawing number
                                                                                                                                                                                                             LOT t
                                                                                                                                                                                                                                                                                                                                          1213-02
                                                                                                                                                                                                                                                                                                                                                                            .
                                                                                                                                                                                                                                      -



                                                                                                                                                                                                                                          p\                                                                                                 dote           19th MARCH 2012


[OCR of page images]
 

 

 

 

LEGEND

STRIP TOPSOIL 100mm MINIMUM THICKNESS AND PLACE
GEO-TEXTILE GRADE 34 BIBUM OR EQUIVALENT 6.5m PAST

EDGE OF DRIVEWAY TO FULL EXTENT OF WORKS. PLACE
ROCK 50-100mm DIAMETER AND 200mm THICKNESS AND
COMPACT. THEN LAY GRADE 34 GEO-TEXTILE AND BASE
COARSE GRAVEL WITH EXTRA BINDER 100mm THICK AND

COMPACT TO 100% STANDARD DENSITY.

CETTE TTT TTT
DUTY TRENCH GRATED DRAIN

® s PROPOSED FINISH LEVLES

REFER * AND TABLE
PROPOSED TELSTRA
EXISTING GRAVEL ROAD

i EXISTING OVERHEAD POWER

EXISTING BUILDING/STRUCTURE
EXISTING EDGE OF BITUMEN
EXISTING PAVERS

EXISTING WALL

— —— —— PROPOSED EASEMENT
~ EXISTING CONCRETE

te EXISTING TABLEDRAIN

— sv —— ew —— ow—@ EXISTING 1000 PVC
STORMWATER PIPE & PIT

 

i} a as,

 

 

P

 

LOT 5
RP47486

LOT 4
RP47488

ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 606

ke

 
   

PROPOSED TELLAM 200mm WIDE HEAVY

E)

 

EXISTING TELSTRA PIT IS TO
BE MOVED 500mm AWAY
FROM PROPOSED DRIVEWAY

 

 

 

 

300mm DEEP x 150mm THICK x 4m LONG CHANNEL.

 

USE 200mm WIDE HEAVY DUTY TRENCH GRATE 4m
LONG TELLAM 15720 CAST INTO APPROXIMATELY

INVERT OF GRATE CHANNEL IS TO MATCH EXISTING
SWALE INVERT AT UPSTREAM WITH 1:200 FALL.

 

 

 

PLACE NEW TELSTRA
CONDUIT 400mm OFF
EXISTING BOUNDARY

 

 

 

LOT 2

 
 
 

 

PLACE NEW TELSTRA
CONDUIT 250mm OFF
PROPOSED BOUNDARY

 
 

 

 

 
 
  
  
  
  
  
 
 
  
 
 
 
 
 
 
  
  
  
  
 
 
 
 
 
  

 

 

 

REPLACE EXISTING 1006 PVC STORMWATER
PIPE WITH A 1506 PVC STORMWATER PIPE
ENCASED IN 150mm THICK NO FINES
CONCRETE UNDER NEW DRIVEWAY

 

 

 

Soy

 

 

BREAK UP EXISTING BITUMEN TO
0.5m INSIDE NEW BOUNDARY &
REUSE AS BLINDING LAYER

 

 

HOUSE TO
BE REMOVED

SHED TO BE
REMOVED

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE. EXISTING STORMWATER IS ONLY (— a.»
APPROXIMATE. LOCATION Callaghan & Toth
Civil, Environmental &
y Hydraulic Engineers
iM PO BOX 2305
i NOOSA HEADS 4567
* NOTE: EDGE OF ACCESS IS TO J 6/41 Sunshine Beach Road
BE GENERALLY 100mm TO 150mm = Phone 54749081, Fax 54749041
ABOVE NATURAL SURFACE AND FREE www.callaghanandtoth.com.au
DRAINING TO EXISTING DRAIN designed | ADT | datum AHD DERIVED
drawn MM PSM e
checked [AH | Origin (B.M.) RL *
OR \VEWAY. SETO T TABLE approved
‘SURVEYED BY
POINT| EASTING _[NORTHING| LEVEL MAX WATTERSON & ASSOCIATES
1 [=1032.4842 [141.1524 0.797] | ouone 54 426 121
2 [=1029.5773]133.7213] 0.862) Vo J
3 |=1031.5567/125.9912 | 0.887 eT
4” {= 1038.8770/11 4.3929 0.912] | project
5__|=1040.2020 [108.5237 1.032
6 [= 1037.5331]103.1312] 1.051] | ACCESS DRIVEWAY TO 1, 3 & 5
7_[=1031.4675] 97.2459 [1.126 NOOSA RIVER DRIVE, NOOSA
8 | =1034.2530] 94.3751] 1.126 N
9 |=1040.5184|100.2602| 1.051] | NORTH SHORE
10_[~1042.3152 [102.7412] 1.044
11 [=1043.6488]705.6329/ 1.037] \ J
12 |-1046.0765] 104.8570 | 0.960 ‘i. " ~S« se
13 |-1048.6136]106.4578[ 0.975] | Client
14 {-1042.2603]116.5274| 0.912
15_|~1054.6743] 128.5504 | 0.887 JOH! GLENNON
16_ | -1034.2927] 133.6837 | 0.861 IN & JULIE
17_[=1032.1859]135.2515 | 0.805
\ nine
title
DRIVEWAY DETAIL PLAN

     
 
 
   
   
    

= 7 =>

 

 

 

 

scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
00 NOT SCALE FROM THIS DRAWING
USE MENSIONS

 

1;250(A3)

details

  

(Cl | 7TTe

FILES

 

COMPUTER DIRECTORY

 

WOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 2 of 3. sheets

 

drawing number

1213-02

 

 

 

 

QS dote 19th MARCH 2012