Appendix E Civil Engineering Plans · RAL25/0004

                                                                                                                                          REMOVE EXISTING
                                                                                                                                          PATH AND KERB RAMP.




                                                                                                                                                                                                                                                                                                     105
                                                                                                                                          TOPSOIL AND TURF TO
                                                                                                                                                                                                                                                                                                                                                                          C240
                                                                                                                                          DISTURBED AREA                                                                                                                                                                                                                                                     C241                                                               C242                         C243
                                                    2.1m                           SAWCUT LINE OF
                                                                                   EXISTING PATH                                                       MAKE GOOD
                                                                                                                                                       EXISTING KERB

                                                                                   JOIN TO EXISTING 2m
                                                                                   WIDE CONCRETE PATH
                                                                                   IN ACCORDANCE WITH
                       103
                                                                                   IPWEA STD DRG RS-065
                                                                                                                                                                                        REMOVE KERB AND JOIN NEATLY
                                                                                                                                                                                        TO EXISTING PAVEMENT.                                                                                                                                                                                                                                                             KEY MAP




                                                                                                                                                                                                                   104
                                                                                                                                                                                        REFER DETAIL ON SHEET C260
                                                                                                                           DIANELLA CT
             PROPOSED KERB
                                                                                                                                                                  CH 0
                                                                                                                                                                                                 6                                                                                                                                                                       106
                                                                             JOIN TO EXISTING 2m                                                                                                 X1                                                                                                                                                                                                                                                                                                IT IS THE RESPONSIBILITY OF THE
             RAMPS IN
                                                                             WIDE CONCRETE PATH                                                                                                                                                                                                                                                                                  7                                                                                                             CONTRACTOR TO CONTACT THE RELEVANT
              ACCORDANCE WITH
                                                                             IN ACCORDANCE WITH                                                                                                                                                                                                                                                                                10                                                                                                             AUTHORITIES TO CONFIRM THE LOCATION OF
             NSC STD DRG SD:9006
                                                                             IPWEA STD DRG RS-065                                 DANGER: LIVE ELECTRICAL.                                                                                                 1                                                                                                                                                                                                                                     ALL EXISTING SERVICES PRIOR TO THE
            103                                                                                                                                                                                                                                            X4
                                                                                                                                  CONFIRM LEVELS PRIOR TO                                                                                                                                                                                                                                                                                                                                          COMMENCEMENT OF EXCAVATION
                                                                                                                                                                                                                                            B
                                                                                                   PROPOSED ROAD                  EXCAVATION OF NEW ROAD                                                                                 KER
                                                                                                   NAME SIGN                                                                                                                          M1


                                  M1 KERB
                       103


                                                                                                                                                                                 SAG 7.02
                                                                                                                                                                              6

                                                    2.1m
                                   2m




                                                                                                                                                                                                                                      EXISTING TREE                     5
                                                                                                                                                                                                                                                                   10                                                                                  28
                                                                                                         R10m                                                                                                                         TO BE REMOVED
                                                                                                                                                                                                                                                                                                                                                    SP176968
                                                                                                                            M1




                                                                                                                                                                          SM3 KERB
                                                           REMOVE EXISTING PATH                                              K&
                   3                                                                                                          C                                                                  R10m
              10                         3                                                                                                                                                                                        EXISTING STORMWATER
                                         X2                                                                                                                                                                                       PIPE TO BE REMOVE                               CONSTRUCT PIT 1/J OVER EXISTING
                                                                                                                                                                                       19
                                                                                                                                                                                         TC 12.6                                                                                  STORMWATER LINE (DIVERTING TO PIT 4/A)
                                                                                                                                                                                                                                                                                  AND REMOVE DOWNSTREAM SECTION OF PIPE




                                                                                                                                                                                                                                                                            106
                                                                                                                                                                                                                                  1
                                              103                                                                                                                                                                                 J




                                                                                                                                                                                                                                                                                                                                                     EXISTING DRAINAGE
                                                                                                                                                                                                                                                                                   106                                                                                                                                                                                      LEGEND




                                                                                                                                                                                                                    105
                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                        X2




                                                                                                                                                                                                                                                                                                                                                         EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                    REFER ROAD 1 DETAIL PLAN - SHEET 2 FOR CONTINUATION
                                                                                                                                                                                                                                                                                                                                                             4m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED ASPHALT ROAD
                                                                                                                                                                                                             CH
                                                                                                                                                                                                        20                                                                                                                                                                                                                                                                               PROPOSED CONCRETE FOOTPATH 125mm THICK
                                              RP BDY                                                                                                                                                                                                                                       RP BDY                                                                                                                                                                                        SL72 MESH 32MPa REFER C260 FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED CONCRETE DRIVEWAY 175mm THICK
                                                                                                                                                                                                                                  PROPOSED 1m WIDENING                                                                                                                                                                                                                                   SL82 MESH 32MPa REFER C260 FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                     LANDSACPE BUFFER
                                                                                                                                                                                                                                  TO INSIDE CURVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BIORETENTION BASIN FILTER SURFACE
                                                                                                                                                                                        4m 104




                                                                                                                                                                                                                                                                                                                                                          5m WIDE
                                                                                                                                                                                                                                                            CT 33.501
                                                                                                                                                                                                                                          R15m




                                                                                                                                                                                                                                                                                                    5.225m
                                                                                                                                                                                                                                                                                                             CH 40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LANDSCAPE BUFFER REFER LANDSCAPE PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FOR DETAILS
               2                                1




                                                                                                                                                                                                                                                                                            106
                                                L
            103L                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                           107
                                                                                                                                                                                                                                                                                                                           SM3 KERB                                                                                                                                                      PROPOSED SEWER MAIN
                                                                                                                                                                    3m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                    3m
                                                                                                                                                                                                  4
                                                                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                                                                              ROAD 1                                                                                                                     EXISTING WATER MAIN
                                                                                                            5                                                                                                                                                                                                                                                                                                                                                                            EXISTING COMMUNICATIONS CABLES
                                                                                                            A




                                                                                                                                                                                                                                                                                                                     18m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING UNDERGROUND ELECTRICAL
                                        900                PROPOSED BIORETENTION
                                                                                                                                                                                                                                                                                                                                  1.5m                             6m                1.5m




                                                                                                                                                                                                                                                                                                    3m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING OVERHEAD ELECTRICAL
                                                             BASIN REFER SHEET
                                                            C360-C361 FOR DETAILS                                                                                                                                                                                                                                                                                                                                                                                                        INTERFACE / CHANGE OF GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING SITE BOUNDARY
                                                                                                                                                                                                                                                                                         M1 K&C




                                                                                                                                                                                                                                                                                                    1.8m




                                                                                                                                                                                                                                                                                                                                             1.8m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING TREES

                                                471m²                                                                                                                                                                                                                                                                                                                                                                                                                               10   DESIGN SURFACE CONTOURS (250mm INTERVALS)




                                                                                                                                                                                                                                                                                                    2m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10   EXISTING SURFACE CONTOURS (250mm INTERVALS)

                                                                                                                                                       1
                                                                                            103
                                                                                                                                                                                                                          2.75m




                                                                                                                                                       B
                                                                                                                                                                                                                  1.5m




                                                                                                                                                                                                                                                                                                    2.975m
                                                                                                                                                                                                                                                                                         RP BDY
                                                                                                                          PROPOSED 900x600
                                                                                                                          FIELD INLET FOR LOT 1
                                                                                                                          STW CONNECTION                                             LOT 1                                                PROPOSED 2m WIDE                                                                                                               PROPOSED 6m WIDE TYPE A
                                                                                                                                                                                                                                          CONCRETE FOOTPATH                                                                                                              CONCRETE DRIVEWAY TO                                                                                                    SCALE 1:100 (A1) - 1:200 (A3)
                                                                                                                                                                                                                                          GENERALLY IN ACCORDANCE                                                                                                        LOT 1 IN ACCORDANCE WITH
                                                                                                                                                                                                                                          WITH IPWEA STD DRG RS-065
                                                                             104                                                                                                                                                                                                                                                                                         IPWEA STD DRG RS-102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Check all dimensions before commencement of work.
                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Check Site boundary dimensions from the Title plans
                                                                                                                                                                         10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              contractor prior to commencement of works.
                                                                                                                                                                         Approved
Checked -     CT
                                                                                                                                             Consulting Civil &                                                                                  Drawing title -                                                                 Project -   COMMUNITY AFFORDABLE                                   Site -                                                                                   Project No.     233467 Sheet No.                     C240
Design -    SK               Drawn -    SK                                                                                                   Structural Engineers                                                                                ROAD 1 DETAIL PLAN - SHEET 1                                                                HOUSING DEVELOPMENT                                    62 LAKE MACDONALD DRIVE,                                                                 Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C240-C243 ROAD 1 DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PLANS                     Issue :      A
Scales -    AS SHOWN                                                                                                                         Project Management          124 DUPORTH AVENUE             Ph (07) 5443 7777                                                                                                        Client -
                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL                                          COOROY                                                                                    This Document is copyright and shall not be copied
                                                                                                                     ASSOCIATES PTY LTD                                  PO BOX 16                      Fax (07) 5443 7577                                                                                                                                                                                                                                                                    without written approval, nor shall it be used except
  Document Stage -               APPROVAL
                                                       A    10/01/24   ISSUE FOR CLIENT REVIEW                  SK
                                                                                                                                             & Planning                  MAROOCHYDORE QLD 4558
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  for the Development and the Site Specified.
                                                       Issue Date                    Description                By                                                       E-MAIL: [email protected]
       c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C240-C243 ROAD 1 DETAIL PLANS.dwg                                                                                                                                                                                                                                                                                                                                                                                      Plot 7 June 2024 - 11:05 AM