RFI - Eng Plans · 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
    GRANT STREET




                                                                                 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




                                                                                                                                            90                                                                                                                      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.
                                                                                                                                                                                                                                                                16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
                                                                                                                                                                                                                                                                    ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
                                                                                                                                                                                                                                                                17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL
                                                                                                                                                                                                                                                                    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
                                                                                                                                                                                                    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: 23/09/2022
                                                                                                                                                                                                                                                       DRAWING NUMBER:                         PROJECT NUMBER:                 SHEET REV:
                                                                                                                                                                                                                                                                                                                                SIZE:
         RECORCONSULTING.COM                                             REVISIONS
                                                                                                                                            DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                       040                                     20220218                        A1 01