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Approved Plans OPW22-0172

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                                                                                                                                                                                                                                                                                            NOOSA COUNCIL
                                                                                                                                                                                                                                                                                           APPROVED PLAN
                                                                                                                                                                                                                                                                                         OPW22/0172 1 NOV 2022

                                                                                                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD




                                                                                                                                                                             PROPOSED                                                                                                                                                                 LTD
                                                                                                                                                                             SEWER EASEMENT

                                                                                 EXISTING BLOCKWORK
                                                                                 RETAINING WALL 1M
                                                                                                                                                                                                                                                          REFER TO DRAWINGS 03-1129-IF-1 TO IF 5                                   OFF. 2C/82 PARKER STREET, MAROOCHYDORE
                                                                                                                                                                                                                                                                                                                                                                                             RPEQ 4928
                                                                                                                                                                                                                                                                                                                                                                                        PH 54 792 118
                                       DRIVEWAY                                  APPROX THROUGHOUT
                                                                                                                                                                                                                                                          FOR PROPOSED SEWER MAIN AND WATER                                       THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                   MAIN EXTENSIONS                                                  THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                                                                  MAY BE USED IN PART OR WHOLE WITHOUT
 EXISTING INDUSTRIAL SHED
                                                                                                                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD

                                                                                                                                                                                                                                                                                                                                  CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                                                                   GE & LK GRAMS
                                                                                                                                                                                                                                                                                                                                   PROPOSED SUBDIVISION
                                                                                                                                                                                                                                                                                                                                   NO.52-57 RENE STREET
                                                                                                                                                                                                                                                                                                                                   NOOSAVILLE
                                       DRIVEWAY


                                                                                                                                                                                                                                                                                                                                  DRAWING TITLE
                                                                                                                                                                                                                                                                                                                                   SIGHT DISTANCES PLAN




                                                                                                                       1
                                                                                                                     32
 EXISTING INDUSTRIAL SHED                                                                                                                                                                                                                                                                                                         SCALES




                                                                                                               04
                                                                                                                                                                                                                                                                                                                                                                   0             5    10 m




                                                                                                             P1
                                                                                                                                                                                                                                                                                                                                                                  Orig. 1:200
                                      DRIVEWAY


                                                                                                 o nS
                                                                                              81
                                                                                     T2
                                                                                LO



                                                                                                                                                                                                                                                                                                                                  SURVEY DATUM

                                                                                                                                                                                                                                                                                                                                   .

                                                                                                                                                                                                                                                                                                                                  ASSOCIATED CONSULTANTS
                    EXISTING CARPARK AND DRIVEWAY

                                                                     PROPOSED 600 X 600
                                                                     STORMWATER PIT. ALL
                                                                     INTERAL STORMWATER                                                                                                                                                               Existing Streetscape trees to be
                                                                     TO BE RE-DIRECTED TO                                                    PROPOSED BOUNDARY                                                                                        relocated as directed on-site
                                                                     THIS PIT FOR DISCHARGE
                                                                     TO COUNCIL NETWORK
EXISTING BLOCKWORK
RETAINING WALL REDUCING
                                                                     GRATE RL 12.0 NOM
TO APPROX 300MM
                                                                                                                                                                   PROPOSED
                                                                                                                                                                   STORMWATER EASEMENT                                                             Existing Stormwater inlet
                                                             GRASS/LANDSCAPING                                                                                                                                                                     pit to remain as is
                                         EXISTING DRIVEWAY




                                                                                                                Provide 1 in 8 max                                                                                                                    Provide 900 x 900 Feild inlet
  GRASS/LANDSCAPING                                                                                   batter as determined on-site                                                                                                                    over existing Dia 375 Line
                                                                                13.0
                                                                                                                                                                                            00        IL 10.80 NOM
                                                                                                                                                                 DIA 375 RCP            .7
                                                                                                                                         PL




                                                                                                                   IL 11.10 NOM                                                       11
                                                                                                                                             11




                                                                                                                                                                                 PL
                                                                                                      1500




                                                                                                                                              .7
                                                                                                                                               00




                                                                                                                                                                    1 in 8 MAX




                                                                                                                                                                                                                                             750
                                                                                                                                                     1 in 10.4




                                                                                                                                                                                                                                           .0
                                                                                                                                                                        RHS




                                                                                    12.0
                                                                                                                                                        LHS
                                                                                                             750




                                                                                                                                                                                                                                        11
                                                                                                                                                                                             8                                                                 Existing Power
                                                                                                                       1000                                                             .13
                                                                                                                                         PL




                                                                                                                                                                                      11                                  M                                    pole location
                                                                                                                                             11




                                                                                                                                                                                 PL                                   O
                                                                                                                        EX




                                                                                                                                               .2




                                                                                                                                                                                                                     N
                                                                                                                                               88
                                                                                                                          IS




                                                                                                                                                                                            8                    0
                                                                                                                                                                                         08                   05
                                                                                                                             T



                                                                                                                                         PL




                                                                                                                                                                                        .                    .                                                                                                                   REVISION LIST
                                                                                                                                                                                      11                   11
                                                                                                                              KL




                                                                                                                                                                                                                                                        Existing 375 stormwater pipe
                                                                                                                                             11




                                                                                                                                                                                 PL                   KL
                                                                                                                                                .2
                                                                                                                                 11




                                                                                                                                                                                                                                                                                                                                 A ORIGINAL ISSUE                                              11/02/22
                                                                                                                                               38




                                                                                                                                                                                                                                                        to council catchpit
                                                                                                                                    .2




                                                                                                                                                                                                 ST
                                                                                                                                   00




                                                                                                                                                                                                I
                                                                                                                                                                                             EX                                                                                                                                  B REVISED AND REISSUED                                        26/09/22
                                                                                                                                     N
                                                                                                                                         O
                                                                                                                                         M




                                                                                                                                                       1 in 8

                                                                                                                                                     1 in 40
                                                                                                                                                        1500




                                                                                     Provide 2000 mm wide concrete
                                                                                                                                                      2000




                                                                                     footpath as per RS-065 Rev I

                                                                                                                                                                                                                                          Existing Catchpit
                                                                                       30025                                                                      6000                                                                    IL 9.80 NOM                                                  00
                                                                                                                                                                                                                                                                                                    .9
                                                                                                                                                                                                                                                                                                  15
                                                                                                                                                                                                                              Proposed industrial                                            PL             DRIVEWAY LEVEL
                                                                                                                                                                                                                              crossover in accordance
                                                                                                                                                                                                                              with RS-051 REV H,
                                                                                                                                                                                                                              Wide flares as shown                                                          KEY JOINT
                                                                                                                                                                                                                                                                                                            SAW JOINT
                                                                                                                                                                                                                                                                                                                                Computer File
                                                                                                                                                                                                                                                                                                            PROPOSED EASEMENT                                     031129CP.DWG
                                                                                                                                                                                                                                                                                                                                DRAWING NUMBER                                               SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                       03-1129-OPW3           3 B
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Page 2

                                                                                                                                                                                                                                    NOOSA COUNCIL
                                                                                                                                                                                                                                   APPROVED PLAN
                                                                                                                                                                                                                                 OPW22/0172 1 NOV 2022
                                                                                                                                                                         S
                                                                                                                                                                              S           S             S         S          S
                                                                                                               S          S     S         S      S      S         S




                                                                                                                                                                                                                                                            LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                              LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                               LTD


                                                                                                                                                                                                                                                                                                                      RPEQ 4928
                                                                                EXISTING BLOCKWORK                                                          PROPOSED
                                                                                RETAINING WALL 1M                                                                                                                                                           OFF. 2C/82 PARKER STREET, MAROOCHYDORE               PH 54 792 118
                                                                                                                                                            SEWER EASEMENT
                                                       DRIVEWAY                 APPROX THROUGHOUT                                                                                                                                                          THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                             THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
 EXISTING INDUSTRIAL SHED                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD

                                                                                                                                                                                                                                                           CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                            GE & LK GRAMS
                                                                                                                                                                                                                                                            PROPOSED SUBDIVISION
                                                                                                                                                                                                                                                            NO.52-57 RENE STREET
                                                                                                                                                                                                                                                            NOOSAVILLE
                                                       DRIVEWAY


                                                                                                                                                                                                                                                           DRAWING TITLE
                                                                                                                                                                                                                                                            CIVIL WORKS PLAN




                                                                                                        1
                                                                                                     32
                                                                                            1   04
                                                                                                                                                                                                                                                           SCALES




                                                                                         SP
 EXISTING INDUSTRIAL SHED
                                                                                                                                                                                                                                                                                            0             5    10 m




                                                                                      on
                                                                                                                                                                                                                                                                                           Orig. 1:200




                                                                                81
                                                      DRIVEWAY
                                                                             T2
                                                                          LO


                                                                                                                                                                                                                                                           SURVEY DATUM

                                                                                                                                                                                                                                                            .

                                                                                                                                                                                                                                                           ASSOCIATED CONSULTANTS
                    EXISTING CARPARK AND DRIVEWAY




                                                                                                                                    PROPOSED BOUNDARY

EXISTING BLOCKWORK
RETAINING WALL REDUCING
TO APPROX 300MM



                                                                  GRASS/LANDSCAPING

  GRASS/LANDSCAPING
                                                                               13.0




                                                                                  12.0                                                                                            .0
                                                                                                                                                                             11
                                                                                                                                                                                                            Existing Power
                                                                                                                                                                                                            pole location
                                                                                                                                                                                                                                                          REVISION LIST
         FOOTPATH
                                                                                                                                                                                                                                                          A ORIGINAL ISSUE                                              11/02/22
                                                                                                                                                                                                                                                          B REVISED AND REISSUED                                        26/09/22




                                                                                                                            E
                                                                                                             IGHT   DISTANC                                                   33 m
                                                                                                                                                                                       sight
                                                                                                     26000 S                                                                                   distan
                                                                                                                                                                                                     ce


                                                                                                                                                                                                                                                         Computer File
                                                                                                                                                                                                                                                                                           031129CP.DWG
                                                                                                                                                                                                                                                         DRAWING NUMBER                                               SHEET   REV.

                                     Non-linemarked unregulated                                                                                                                                                                                                                                 03-1129-OPW4           4 B
                                                carparking lane
           NOTE THAT THIS IS TYPICAL ALONG THE ENTIRE STREET

Page 3

   NOOSA COUNCIL
  APPROVED PLAN
OPW22/0172 1 NOV 2022


[OCR of page images]
 

EXISTING INDUSTRIAL SHED

\
DRIVEWAY

SYZYGIUM LUEHMANNII
"SMALL LEAVED LILLY PILLY“

QTY: 6
POT: 45LTR
INITIAL: 1.4M

MATURITY: 6-10M X 3-5M

EXISTING STREET TREE
TO BE REMOVED

QTY: 2

 

 

ELAECARPUS RETICULATUS

MATURITY: 6-8M X 3-5M

 

EXISTING INDUSTRIAL SHED JY

NX |
DRIVEWAY oe

 

 

"BLUEBERRY ASH" |
Qty: 7 EXISTING CARPARK AND DRIVEWAY /
POT: 45LTR
INITIAL: 1.5M

EXSTING BLOCKWORK
RETAINNG WALL REDUCING
TO APPROX 300K

   

 

 

  

Typical Street Tree Planting
Section Detail - in Turf

Note: Ensure crown of rootball level is set higher than adjacent finished
ground levels to prevent excessive ponding around rootball. When

footpath is adjacent to street tree install root barrier to footpath side
of plant pit as per notes above.

1800mm 2- 50mm x 50mm x 2400mm F14

50mm wide hessian hardwood centrally pointed non-treated

tree ties wrapped

 

loosely around trunk,
and secured to stake
with galvanised nails

stakes to be driven vertically into ground
outside of the rootball and shall have a
finished height lower than the tree's lower

 

 

lateral limbs.
or staples. Position —

1 Form shallow saucer shaped depression
tree tie between 1/3 around base of plant and keep mulch
to 1/2 overall height of ‘—50mm from trunk base.

tree.

100mm deep organic mulch.
Mound mulch at edge of plant pit to
collect water to fall down edges of plant

 

 

 

 

 

 

 

 

pit.
| tn, SE bs OO pariah
ee Wij) Yj Yi, y) Tree pit to be excavated to nominal depth
Wy Y, Y Uf) KA of 600mm. Backfill hole with 100% friable

Slow release VY Y “Y/Y i ameliorated site topsoil firming
fertiliser as WU, Uf Yi Vy) progressively, All excavated fill to be
specified. removed off site. Scarify all sides of plant

<< pit, typical.

> > S

100mm deep uniform gravel layer. Provide
clean connection to road drainage.

Note: "Spade cut" edging to grass interface SITE ADDRESS
53-57 Rene Street,
Nosaville 4566

PLAN
Landscape Plan
LO1

DATE
28/9/2022

REVISION
B

“Existing Power Response to Council IR
pole location OPW22/01 72

DRAWN BY

 

 

30025

 

 

 

 

Street Tree Planting Details

Street trees to be planted in accordance with RAL21/0028 and as per the following details:

Trees are planted 2 metres from stormwater catchment pit location(s).

Trees are planted 2 metres from the edge of existing and proposed driveway accesses.
Trees are located bewteen proposed footpath and 1 metre from the existing kerb.

6000

C. Neville

/ , TF

  

CONOR NEVILLE
ENVIRONMENTAL
PLANNING
EcoLoscist AT
/ LARGE
j 0484868620

[email protected]

 

NOOSA COUNCIL
APPROVED PLAN
OPW22/0172 1 NOV 2022

 

 

 

 

 

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