20220218-CV-Set · MCU22/0172

                                                                                                                                                                                                                                                                                                    LEGEND

                                                                                                                                                                                                                                                                                          SW       SW     PROPOSED STORMWATER DRAINAGE


                                                                                                                                                                                                                                                                                                          PROPOSED GRATE



                                                                                                                                                                                                                                                                                                          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