Apdx 3 - Proposal Plans.pdf

                                                                                                                                                                                                                                                                                                                                                                                                                                 LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPERTY BOUNDARY : SUBJECT SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPERTY BOUNDARY : ADJACENT PROPERTIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING GRAVITY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING EDGE OF BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING CONTOURS : 0.25m INCREMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                     NEW CONTOURS        : 0.25m INCREMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                     NEW SURFACE SPOT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                     NEW 1100mm HIGH CHAIN WIRE FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     NEW 2100mm HIGH CHAIN WIRE SECURITY FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     VARIANCE IN SURFACE LEVELS (0.250m INCREMENTS)




                                                                                                                                                                                                                                                                                                                                                                                                                                 THIS DRAWING REPRESENTS VARIANCE BETWEEN ORIGINANL SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                 LEVELS AND AS CONSTRUCTED FINISHED PAVEMENT LEVELS, WHICH IS
                                                                                                                                                                                                                                                                                                                                                                                                                                 TYPICALLY THE NEW PAVEMENT THICKNESS.
                                                                                                                                                                                                                                                                                                                                                                                                                                 EARTHWORK ACTIVITIES WERE MOSTLY LIMITED TO MINOR SHAPING TO
                                                                                                                                                                                                                                                                                                                                                                                                                                 ESTABLISH A TRIMMED SUBGRADE FOR THE NEW PAVEMENT COMPOSITION.
                                                                                                                                                                                                                                                                                                                                                                                                                                 THE NEW PAVEMENT GENERALLY COMPRISES OF:
                                                                                                                                                                                                                                                                                                                                                                                                                                 ·   SINGLE COAT CHIP SEAL
                                                                                                                                                                                                                                                                                                                                                                                                                                 ·   150mm THICK TYPE 2.3 BASE COURSE
                                                                                                                                                                                                                                                                                                                                                                                                                                 ·   150mm THICK RECYCLED CONCRETE (-75mm) SUBBASE COURSE
J:\2023\23543ID1_176 Eumundi Noosa Rd, Noosaville - Civil\4.CADD\#ACAD\#23543_CI.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0       2     4      6    8       10 m



                                                                                       COPYRIGHT ©                                                                          Associated Consultants            Client                                                                       Drawn           Verified              Project                                               Drawing Title                                                                 Scale                     Sheet Size
                                                                                                                                                                                                                                                                                           JF              DR
                                                                                       This drawing is subject to
                                                                                       copyright in accordance with
                                                                                                                                                                            adams+sparkes TOWN PLANNING       SAFEGUARD STORAGE                                                                                                  176 EUMUNDI-NOOSA RD, NOOSAVILLE                      SURFACE LEVEL VARIANCE LAYOUT                                                  AS SHOWN                   A1
                                                                                       the agreement between TOD                                                            t : 07 5343 7705                                                                                               Designed        Verified
                                                                                       Consulting Pty Ltd (tc) and tc's                                                     e : [email protected]                                                                                         -               DR                    COMPLIANCE OPERATIONAL WORKS                                                                                                        Drawing Number
                                                                                       client. This drawing shall only
                                                                                       be used for this specific project.                                                   p : PO Box 1000, Buddina Q 4575
                                                                                                                                                                            w : www.astpd.com.au
                                                                                                                                                                                                                                                                                           Approved        RPEQ No               RP DESCRIPTION  26/SP151406                                                                                                                 23543-C003
                                                                                       This drawing shall not be used                                                                                                             Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   DOUG REYNOLDS   9072                  LOCAL AUTHORITY NOOSA
                                                                                                                                                                                                                                                                                                                                 MCU APPROVAL                  HORIZ DATUM LOCAL                       0     10     20     30    40     50      60                   Sheet                      Revision
                                                                                       for construction until marked as                                                                                                                      PO Box 61, Noosaville, QLD 4566               Signed
                                                                                                                             A    27.07.23   ORIGINAL ISSUE          JF                                                           [email protected]     www.todconsulting.com                                          ROL APPROVAL                  VERT DATUM AHD
                                                                                       'Issued For Construction' in the
                                                                                       revision description.                Rev    Date      Revision Description   Drawn                                                                         ABN 39 128 805 336                                                  27.07.23   OPW APPROVAL                  RL DATUM    PSM108352                       MEASUREMENT BAR - INCREMENTS IN mm                                3 of 3               A


[OCR of page images]
 

 

 

.112029235491D1_176 Eumund Noosa Re, Noosavile- Gil CADDIAACADIH2I543.Cletug

LEGEND

 

PROPERTY BOUNDARY : SUBJECT SITE
PROPERTY BOUNDARY : ADJACENT PROPERTIES
EXISTING STORMWATER DRAINAGE

EXISTING GRAVITY SEWER

EXISTING WATER MAIN

EXISTING EDGE OF BUILDING

EXISTING CONTOURS : 0.25m INCREMENTS

NEW CONTOURS — : 0.25m INCREMENTS

NEW SURFACE SPOT LEVEL

NEW 1100mm HIGH CHAIN WIRE FENCE

NEW 2100mm HIGH CHAIN WIRE SECURITY FENCE
VARIANCE IN SURFACE LEVELS (0.250m INCREMENTS)

 

 

 

 

 

NEIGHBOURING BUILDING

 

 

 

 

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‘THIS DRAWING REPRESENTS VARIANCE BETWEEN ORIGINANL SURFACE
LEVELS AND AS CONSTRUCTED FINISHED PAVEMENT LEVELS, WHICH IS
‘TYPICALLY THE NEW PAVEMENT THICKNESS,

EARTHWORK ACTIVITIES WERE MOSTLY LIMITED TO MINOR SHAPING TO
ESTABLISH A TRIMMED SUBGRADE FOR THE NEW PAVEMENT COMPOSITION.
‘THE NEW PAVEMENT GENERALLY COMPRISES OF:

‘+ SINGLE COAT CHIP SEAL

‘© 150mm THICK TYPE 2.3 BASE COURSE

‘* 150mm THICK RECYCLED CONCRETE (-75mm) SUBBASE COURSE

EXISTING BLOCKWORK WALL

 

 

 

0 2 4 6 8 10m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STORAGE SHEDS

COPYRIGHT © Associated Consultants. Client Drawn, Verified Project Drawing Title Scale Sheet Size
eine ah adams#sparkes TOWN PLANNING | SAFEGUARD STORAGE F OR 176 EUMUNDI-NOOSA RD, NOOSAVILLE SURFACE LEVEL VARIANCE LAYOUT AS SHOWN | A1

t :07 5343 7705 Designed Verified
Cena Pri) mies @ : [email protected] : DR COMPLIANCE OPERATIONAL WORKS. Drawing Number
be Used fortis speci project. p : PO Box 100, Bucdna Q 4875 engineers & project managers Approved RPEQNo RP DESCRIPTION 269P151406 23543-C003

w: www.astpd.com.au looss Inshine Coast DOUG REYNOI 72 LOCAL AUTHORITY NOOSA —
ferconstcton unt mere as ve eso oe! Noosnily Lb s560 | one MCU APPROVAL HORIZ DATUM LOCAL Sheet Revision
‘Issued For Construction’ in the ‘A | 27.07.23 | ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM = AHD 3 of 3 A
revision description, Rev | Date _| Revision Description Drawn ABN 39 128 805 336 27.07.23 | OPW APPROVAL RLDATUM —_PSM108352 MEASUREMENT BAR - INCREMENTS IN mm