002 ECM_22449922_v1_Compiled Approved Plans - MCU22 0172 01 - OPW22 0243 01 - RAL22 0024 01 · MCU22/0172.02

           NOOSA COUNCIL                                                                                                                                                                                                                                                                                                        LEGEND
           APPROVED PLAN
        MCU22/0172, OPW22/0243 &                                                                                                                                                                                                                                                                                      SW       SW     PROPOSED STORMWATER DRAINAGE

              RAL22/0024                                                                                                                                                                                                                                                                                                              PROPOSED GRATE
           25 JANUARY 2023
                                                                                                                                                                                                                                                                                                                                      PROPOSED FIELD INLET PIT



                                                                                                                                                                                                                                                                                                                                      PROPOSED STORMWATER TANK




                                                                                                                                                                                                                                                                                                      DRAINAGE NOTES
                                                                                                                                                                                                                                                                                                      1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
                                                                                                                                                                    BU CP                                                                                                                             2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
                                                                                                                                                                      P1                                                                                                                                  AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE

                                                                                                                                                                         37                                                                                                                               BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
                                                                                                                                                                                                                                                                                                          WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
                                                                                                                                                                            3     1                                                                                                                       AND SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                      3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES
                                                                                                                                                                                                                                                                                                          INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO
                  DEMOLISH EXISTING STORMWATER                                                                                                                                                                                                                                                            BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
                  PIT END REMOVE APPROX 8m OF                                                                                                                                                                                                                                                         4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225
                  REDUNDANT PIPE. REINSTATE
                  KERB TO MATCH EXISTING                                                                                              SW          SW           SW        SW           SW        SW                                                                                                        RRJ RCP OR APPROVED EQUIVALENT.
                                                                                                                                                                                                                  SW                                                                                  7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
                                                                                                                                                                                                                            SW                                                                            AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND



                                                                                                                       SW
                                                                                                                                                                                                                                       SW                                                                 AS1992.
                                                                                                                                                                                                                                                                                                      8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
                                                                                                                                                                                                                                                                                                          FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
                                                                                                                                                                                                                                                                                                          CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
                                                                                                                                                                                                                                                                                                          PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
                                                                                                                   SW
                                                                         0.5




                                                                                                                                                                                                                                                                                                      9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
                                                                                     0.25




                                                                                                                                                                                                                                                                                                          STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
                                                                                                                                                                                                                                                                                                      10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
                                                                                                                                                                                                                                                                                                          FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
                                                                                                                 SW




                                                                                                                                                                                                                                                                                                          STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
                                                                                                                                                                                                                                                                                                      11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE
                                                                                                                                                                                                                                                                                                          CLASS "D" IN ACCORDANCE WITH AS3996.
                                                                                                                                                                                                                                                                                                      12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
                                                                                                                                                                                                                                                                                                          BE LOOSE OR MOVE UNDER WHEEL LOADS.
                                                                        5




                                                                                                                                                                                                                                                                                                      13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
                                                                                                      SW




                                                                                                                                                                                                                                                                                                          ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
                                                                                                                 SW




                                                                                                                                                                                                                                                                                                          GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED

                                                                                                                                                                                                                                                                     BU
                                                                                                                                                                                                                                                                                                          MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
                                                                                                                                                                                                                                                                             CP
                                                                                              SW




                                                                                                                                                                                                                                                                                                          CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
                                                                                                                                                                                                                                                                         P5
                                                                        1.3




                                                                                     0.5




                                                                                                                                                                                                                                                                                                          UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
                                                                                                                                                                                                                                                                            71
                                                                                                                   SW




                                                                                                                                                                                                                                                                                                          TO.
                                                                                     SW




                                                                                                                                                                                                                                                                               4                      14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
                                                                                                                                                                                                                                                                                                          THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
                                                                        2




                                                                                                                                                                                                                                          SW                                                              LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
                                                                                                                        SW




                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                                          ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
                                                                        1




                                                                                                                                                                                                                                                                                                          CONTRACTORS EXPENSE.
                                                                                                                                                                                                                       SW
                                                                        0.4




                                                                                                                                   SW          SW          SW         SW          SW        SW          SW                                                                                            15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                          ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
                                                                                                                                                                                                                                                                                                          AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS
                                                                                                                                                                                                                                                                                                          TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD
                                                                                                                                                                                                                                                                                                          CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
                                                                                                                                                       PROVIDE HUMES STORMTRAP OR
                                                                                                                                                       EQUIVALENT OSD WITH MIN. 6000L STORAGE
                                                                                                                                                                                                                                                                                                          CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
                                                                                                                                                                                                                                                                                                          REPLACING AT THEIR COST.
                                       EXISTING Ø375mm SW PIPE OUTLET                                                                                                                                                                                                                                 16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
                                       USIL: 19.76                                                                                                                                                                                                                                                        ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
                                       DSIL: 19.49
                                       LENGTH: 35m
                                                                                                                                                                                                                                                                                                      17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL
                                       GRADE: 0.75%                                                                                                                                                                                                                                                       SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE
                                                                                                                            PROVIDE NEW ON GRADE LIP IN LINE STORMWATER
                                                                                                                                                                                                                                                                                                          SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS
                                                                                                                            INLET PIT AS PER NSC STD DWG DS-061 TO DS-063.                                                                                                                                IDENTIFIED IN THESE PLANS IMMEDIATELY.
                                                                                                                            MAKE SMOOTH JOIN TO EXISTING Ø375 SW PIPE                                                                                                                                 18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH
                                                                                                                            SL: 21.01                                                                                                                                                                     THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND
                                                                                                                            IL: 19.76
                                                                                                                                                                                                                                                                                                          SAFETY ACT 2011.
                                                                                                                                                                                                                                                                                                      19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND
                                                                                                                                                                                                                                                                                                          CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE
                                                                                                                                                                                                                                                                                                          FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE
                                                                                                                                                                                                                                                                                                          FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
                                                                                                                                                                                                                                                                                                      20.ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM
                                                                                                                                                                                                                                                                                                          THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED
                                                                                                                                                                                                                                                                                                          TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS
                                                                                                                                                                                                                                                                                                          DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
                                                                                                                                                                                                                                                                                                          AS1289.6.2.
                                                                                                                                                                                                                                                                                                      21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE
                                                                                                                                                                                                                                                                                                          WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
                                                                                                                                                                                                                                                                                                          SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                      22.INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED
                                                                                                                                                                                                                                                                                                          TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72
                                                                                                                                                                                                                                                                                                          MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE
                                                                                                                                                                                                                                                                                                          WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF INTERNAL
                                                                                                                                                                                                                                                                                                          CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.

                                                                                                                                                                CLIENT DETAILS:                                                  PROJECT ADDRESS:                  APPROVED BY:              PROJECT NAME:

                                                                                                                                                                                                                                                                                             PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                                                             INTEGRA PARTNERSHIPS                                                                                            TITLE:                                  STATUS:

                                                                                                                                                                                                                                            22 GRANT STREET                                  STORMWATER LAYOUT                       FOR APPROVAL - NOT FOR
                                       © ABN 89 647 469 707
                                                                               02      06/12/22    RFI UPDATE                            BRP     BRP      NW
                                                                                                                                                                                                                                          NOOSA HEADS, QLD, 4567         NATHAN WAGSTAFF     PLAN                                    CONSTRUCTION
                                      75 NOOSA DRIVE                                                                                                                                                                                                                        RPEQ: 20693
                                                                               01     09/11/2022 ISSUED FOR APPROVAL                     MVP      NW      NW    SCALE:
                                   NOOSA HEADS, QLD 4567                                                                                                                                                                                                                      CPEng
                                       +61 7 5211 1003                         REV         DATE             DESCRIPTION                 DWN      CHK     APP
                                                                                                                                                                                            1:100                                                                         DATE: 06/12/2022
                                                                                                                                                                                                                                                                                             DRAWING NUMBER:                         PROJECT NUMBER:                 SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                      SIZE:
                                  RECORCONSULTING.COM                                                           REVISIONS
                                                                                                                                                                                  DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                             040                                     20220218                        A1 02
Document Set ID: 22449922
                  22288834
Version: 1, Version Date: 05/06/2023
                          27/01/2023