Skip to the record
Beware of cheap imitations.

Original source · versioned page text

20512_20200914

Attached to the e-mail PM Submission - 132008.176.05 - Shannon & Kate Gillard.

of 2

Page text shows just the words. Original shows the document exactly as it was published.

                                                                                                            LEGEND
14.09.2020


                                                                                                                                        EXISTING KERB : REFER TYPICAL SECTION
                                                                                                                                                                                                                                                                                                           #30                                                    #28                                #26                                        #24                                #22                                        #20                                         #18
                                                                                                                                        EXISTING TOP OF ROCK SLOPE

                                                                                                                                        EXISTING BOTTOM OF ROCK SLOPE

                                                                                                                                        EXISTING LIGHT POLE & POWER POLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TYPICAL SECTION
                                                                                                                                        EXISTING STORMWATER PIPE

                                                                                                                                        EXISTING STORMWATER GULLY & MH

                                                                                                                                        EXISTING WATER RETICULATION

                                                                                                                                        EXISTING WATER FH & SV

                                                                                                                                        EXISTING SEWER RETICULATION                                                                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SK002
                                                                                                                                        EXISTING SEWER MH                                                                                                                   #32
                                                                                                                                        PROPOSED SHEETPILED WALL

                                                                                                                                        PROPOSED KERB : REFER TYPICAL SECTION

                                                                                                                                        PROPOSED FOOTPATH


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED SHEETPILED WALL


                                                                                                                                                                                                                                                                                                                                                                                            GRANT STREET

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED KERB ALIGNMENT



                                                                                                                                                                                                                 #34




                                                                                                                                                                                                                                                                                                                                                                                                                     DEMOLISH EXISTING KERB                                                EXTEND AFFECTED
                                                                                                                                                                                                                                                                                                                                                                                                                     REFER TYPICAL SECTION                                                 DRIVEWAYS TO SUIT NEW
                                                                                                                                                                                                                                                                                                                                                                                                                     ON SK002                                                              KERB ALIGNMENT (TYP)




                                                                                                                                                                                                                                                                                                                                                                                      #29                                    #27                             #25                                   #23                                           #21                                     #19
                                                                                                                                                                                 #38


                                                                                                                                                                                                                                                                                                                  TERMINATE NEW FOOTPATH
                                                                                                                                                                                                                                                                                                                  AT #31 DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                       #31

                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                   #3
                                                                                                                                                                                                                                                                              3-
                                                                                                                                                                                                                                                                              #3
                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                                        TIN
                                                                                                                                                                                                                                                                     ON
                                                                                                                                                                                                                                                                    FR
                                                                                                                                                                                                                                                               TH
                                                                                                                                                                                                                                                               PA
                                                                                                                                                                                                                                                             OT
                                                                                                                                                                                                                                                          FO
                                                                                                                                                                                                                                                      TE
                                                                                                                                                                                                                                                     RE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SH AV
                                                                                                                                                                                                                                                 NC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEBRU
                                                                                                                                                                                                                                                CO




                                                                                                                                                 #40-42                                                                                                                                                                                                                                                                                                                                                                                                 BOTT
                                                                                                                                                                                                                                            G




                                                                                                                                                                                                                                                                                                                   #33
                                                                                                                                                                                                                                                                                                                                                                                                                                              KATHARINA STREET
                                                                                                                                                                                                                                          TIN
                                                                                                                                                                                                                                        IS
                                                                                                                                                                                                                                       EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NO
                                                                                                                                                                                                                                                                                                                                                                                UE
                                                                                                                                                                                                                                   N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        O
                                                                                                                                                                                                                                  AI




                                                                                                                                                                                                                                                                                                                                                                               AVEN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SA
                                                                                                                                                                                                                                   T
                                                                                                                                                                                                                                RE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IV
                                                                                                                                                                                                                                                                                                                                                                              SHA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                                                                                                20512-SK001                                                              20512-SK002




                                                                                                                                                                                                                                                                                                                                                                         NATA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      HINE
                                                                                                                                                                                                                                                                                        #35                                                                                                                                                                                                                                                                                     SUNS RD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   A C H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GRANT STREET                                                                                    BE




                                                                                                                                                                                                                                                                                                                                                                                                    BANSKIA AVE
     J:\2020\20512SD1_Grant St Settlers Cove Engineering Report\4.CADD\#ACAD\20512_CIVIL_CONCEPT.dwg




                                                                                                                                                                                                                                BANSK
                                                                                                                                                                                                                                                                                                                                                                                E


                                                                                                                                                                                                                                            IA AVE
                                                                                                                                                                                                                                                                                                                                                                             LOS
                                                                                                                                                                                                                                                                                                                                                                          Y C
                                                                                                                                                                                                                                                                                                                                                                         ENIT
                                                                                                                                                                                                                                                                                                                                                                        SER




                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOCALITY PLAN                                                                                        0            4         8                        12 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOT TO SCALE


                                                                                                       COPYRIGHT ©                                                                      Associated Consultants         Client                                                                                                                                Drawn                     Verified            Project                                                               Drawing Title                                                                    Scale                                     Sheet Size
                                                                                                                                                                                                                                                                                                                                                             JF                        HG
                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED GRANT STREET UPGRADE                                         CONCEPTUAL ROAD CORRIDOR UPGRADE
                                                                                                                                            ADVANCE COPY                                                               SETTLER'S COVE PTY LTD
                                                                                                       This drawing is subject to
                                                                                                       copyright in accordance with
                                                                                                                                                                                                                                                                                                                                                             Designed                  Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         UNO                                  A1
                                                                                                       the agreement between TOD
                                                                                                       Consulting Pty Ltd (tc) and tc's                                                                                                                                                                                                                      HG                        HG                                                                                        LOCALITY & LAYOUT PLANS                                                          Drawing Number
                                                                                                       client. This drawing shall only
                                                                                                       be used for this specific project.                                                                                                                                                                                                                    Approved                  RPEQ No             RP DESCRIPTION                                                                                                                                                 20512-SK001
                                                                                                       This drawing shall not be used        FOR INFORMATION ONLY                                                                                                                             Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                                                       LOCAL AUTHORITY NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                           MCU APPROVAL                        HORIZ DATUM                                         0     10     20     30    40      50     60                    Sheet                                      Revision
                                                                                                       for construction until marked as                                                                                                                                                                  PO Box 61, Noosaville, QLD 4566                     Signed
                                                                                                       'Issued For Construction' in the
                                                                                                       revision description.
                                                                                                                                            NOT
                                                                                                                                            Rev
                                                                                                                                                   FOR
                                                                                                                                                Date
                                                                                                                                                          CONSTRUCTION
                                                                                                                                                     Revision Description       Drawn
                                                                                                                                                                                                                                                                                              [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                                                                                              ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                           ROL APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                           OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                               VERT DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                               RL DATUM                                                MEASUREMENT BAR - INCREMENTS IN mm
Log in to download the original file

20512_20200914.pdf · 1.9 MB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of the other 1 page

Page 2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REFER DRG 20512-SK001 FOR LEGEND
14.09.2020



                                                                                                                                                 #16                                             #14                                                #48                                      #48                                      #48                                                       #48                                           #48
                                                                                                                  TYPICAL SECTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   #48

                                                                                                                  A
                                                                                                                     -




                                                                                                                                                                                                                                                                                                                                                                PROPOSED SHEETPILED WALL


                                                                                                                                                                                                                                                                                                                                                             GRANT STREET

                                                                                                                                                                                                                                                                                                                                                                PROPOSED KERB ALIGNMENT




                                                                                                                                                                 ADJUST STORMWATER DRAINAGE                                                                                                         EXTEND AFFECTED DRIVEWAYS TO                                                                                                                                                                                                                              JOIN NEW FOOTPATH
                                                                                                                                                                 TO SUIT NEW KERB ALIGNMENT                                                                                                         SUIT NEW KERB ALIGNMENT (TYP)                                                                                                                                                                                                                             NEATLY TO EXISTING



                                                                                                                                                                   #17                                                         #15                                                 #13                                      #11                                                #9                                  #7                                    #5                                             #3                                                                             #1




                                                                                                                                                                                                                                                                                                                                                                       18.60 NOM
                                                                                                                                                                                                                                                                                                                                                                    ROAD RESERVE

                                                                                                                                                                                                                                                                                                                                                                    3.10 NOM                                                                         3.70 NOM                                                                                                         4.20 NOM
                                                                                                                                                                                                                                                                                                                                                                                                                                            SOUTHBOUND TRAFFIC LANE                                                                                                   VERGE

                                                                                                                                                                                                                                                                                                                                                       2.30 NOM
                                                                                                                                                                                                                                                                                                                                              GROUTED ROCK SLOPE
                                                                                                                                                                                                                                                                                                                                                                                                                         NEW BARRIER WITH POSTS FIXED TO PILE CAP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RP BDY
                                                                                                                                                                                                                                                                                                                                                  HEIGHT VARIES
                                                                                                                                                                                                                                                                                                                                             (MAX HEIGHT 2.5m APPRX)



                                                                                                                                                                                                                                                                                                                                                                                                                         DEMOLISH EXISTING KERB & MAKE                                                                       1.50 NOM                                 VARIES
                                                                                                                                                                                                                                                                                                                                         DEMOLISH EXISTING CONCRETE CAPPING.                                             GOOD WITH EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                                                         REMOVE EXISTING BARRIER.                                                                                                                                                            INDENTED                                 POWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PARKING                                  POLE
                                                                                                                                                                                NOM KERB




                                                                                                                                                                                                                                         NOM KERB




                                                                                                                                                                                                                                                                                                                                                                                                                        INSITU OR PRECAST REINFORCED CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                        PILE CAP (DECORATIVE RELIEF TO FORMWORK)                                          B1                                          B2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         K&C                                         KERB




                                                                                                                                                                                                                                                                                                                                                                      L
                                                                                                                                                                                                         2.00 NOM SHIFT




                                                                                                                                                                                                                                                                                                                                                                    AL
                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                               CK
                                                                                                                                                                                                                                                                                                                                                             RO
                                                                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                                                                                        TE
                                                                                                                                                   2.30 NOM                                                    2.10 NOM                                                          3.20 NOM




                                                                                                                                                                                                                                                                                                                                                       OU
                                                                                                                                                                                                                                                                                                                                                                                                                                                              POTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NTIAL




                                                                                                                                                                                                                                                                                                                                                   GR
                                                                                                                                                       VERGE                                               PARKING LANE                                                   NORTHBOUND TRAFFIC LANE                                                                                                                                                                           TIEBA


                                                                                                                                                                                                                                                                                                                                                   H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CK GRO

                                                                                                                                                                                                                                                                                                                                                LIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UND A
                                                                                                                                                                                                                                                                                                                                              MO                                                                                                                                             NCHO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RS (IF
                                                                                                                                                                                                                                                                                                                                            DE

                                                                                                                                                                                                                                                                                                                                                                                                                        NEW VINYL (OR WEATHERED STEEL)                                                       REQ'D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  )
                                                                                                                                                                                                                                                                                                                                                                                                                        SHEETPILED WALL (PRE-DRILLED)
                                                                                                                                    RP BDY




                                                                                                                                                                                           DEMOLISH EXISTING KERB


                                                                                                                                                               VARIES                                                                                                                                                                                                                NEW                                GARDEN BED WITH LOW PLANTING BEHIND KERB AND
                                                                                                                                                               LIGHT                                                                                                                                                                                                                B2 KERB                             MAINTENANCE-FREE CLIMBING PLANT TO SHEETPILE
                                                                                                                                                                                                                                      NEW
                                                                                                                                                                                                                                                                                                        0.30




                                                                                                                                                               POLE
                                                                                                                                                                                                                                     M1 K&C

                                                                                                                                                                                                                                                                                                                                   NEW PAVEMENT & ASHPALT




                                                                                                                                                                             1.20                                     1.50                                         2.10                                                           3.20                                                           0.50
                                                                                                                                                                         CONC. F'PATH                                                                          PARKING LANE                                          NORTHBOUND TRAFFIC LANE
     J:\2020\20512SD1_Grant St Settlers Cove Engineering Report\4.CADD\#ACAD\20512_CIVIL_CONCEPT.dwg




                                                                                                                                                                         4.30 NOM
                                                                                                                                                                          VERGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0           4        8                12 m
                                                                                                                                                                                                                                                                                                                                            TYPICAL SECTION                               A                                                                                                                                                                                                   LAYOUT

                                                                                                                                                                                                                                                                                                                                                                                            -                                                                                                                                                                                                           0           0.4      0.8              1.2 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SECTION


                                                                                                       COPYRIGHT ©                                                                                              Associated Consultants                    Client                                                                                                                    Drawn               Verified               Project                                                                                Drawing Title                                                                         Scale                           Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                    JF                  HG
                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED GRANT STREET UPGRADE                                                          CONCEPTUAL ROAD CORRIDOR UPGRADE
                                                                                                                                             ADVANCE COPY                                                                                                 SETTLER'S COVE PTY LTD
                                                                                                       This drawing is subject to
                                                                                                       copyright in accordance with
                                                                                                                                                                                                                                                                                                                                                                                    Designed            Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS SHOWN                         A1
                                                                                                       the agreement between TOD
                                                                                                       Consulting Pty Ltd (tc) and tc's                                                                                                                                                                                                                                             HG                  HG                                                                                                            LAYOUT PLAN & TYPICAL CROSS SECTION                                                   Drawing Number
                                                                                                       client. This drawing shall only
                                                                                                       be used for this specific project.                                                                                                                                                                                                                                           Approved            RPEQ No                RP DESCRIPTION                                                                                                                                                                       20512-SK002
                                                                                                       This drawing shall not be used         FOR INFORMATION ONLY                                                                                                                                             Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                                                          LOCAL AUTHORITY NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                               MCU APPROVAL                        HORIZ DATUM                                                          0     10         20      30     40       50   60                    Sheet                            Revision
                                                                                                       for construction until marked as                                                                                                                                                                                   PO Box 61, Noosaville, QLD 4566                           Signed
                                                                                                       'Issued For Construction' in the
                                                                                                       revision description.
                                                                                                                                             NOT
                                                                                                                                             Rev
                                                                                                                                                    FOR
                                                                                                                                                 Date
                                                                                                                                                           CONSTRUCTION
                                                                                                                                                      Revision Description                             Drawn
                                                                                                                                                                                                                                                                                                               [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                                                                                                               ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                                               ROL APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                               OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VERT DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RL DATUM                                                                 MEASUREMENT BAR - INCREMENTS IN mm

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.