Approved Plans MCU22-0080

                                                                                                                                                                                                                                                                                                                                                                      LEGEND

                                                                                                                                                                                                                                                                                                                                                                            PROPOSED STORMWATER DRAINAGE


                                                                                                                                                                                                                                                                                                                                                                            PROPOSED GRATE



                                                                                                                                                                                                                                                                                                                                                                            PROPOSED FIELD INLET PIT



                                                                                                                                                                                                                                                                                                                                                                            PROPOSED STORMWATER TANK




                                          GRATED TRENCH DRAIN ACO
                                          KLASSIKDRAIN 100 OR SIMILAR. DRAIN
                                                                                                                                                                                                                                                                                                                                            DRAINAGE NOTES
                                          TO UNDERGROUND STORAGE TANK
                                                                                                                                                                                                                                                                                                                                            1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
                                                                                                                                                                                                                                                                                                                                            2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
                                                                                                                                                                                                                                                   2.5KL UNDERGROUND STORAGE TANK                                                               AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE
                                                                                                                                                                                                                                                   WITH PUMP OUT. PUMP AND OUTLET                                                               BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
                                                                                                                                                                                                                                                   DETAILS TO TO HYDRAULIC
                                                                                                                                                                                                                                                   ENGINEERS SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
                                                                                                                                                                                                                                                                                                                                                AND SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                            3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES
                                                                                                                                                                                                                                                                                                                                                INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO
                                                                                                                                                                                                                                                                                                                                                BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
                                                                                                                                                                                                                                                                                                                                            4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø150
                                                                                                                                                                                                                                                                                    GRADE BASEMENT PAVEMENT TO                                  SN8 uPVC OR APPROVED EQUIVALENT.
                                                                                                                                                                                                                                                                                    SUMP. DRAIN TO STORAGE TANK FOR                         7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
                                                                                                                                                                                                                                                                                    PUMP OUT.
                                                                                                                                                                                                                                                                                                                                                AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
                                                                                                                                                                                                                                                                                                                                                AS1992.
                                                                                                                                                                                                                                                                                                                                            8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
                                                                                                                                                            36.25                    36.5        36.75   37.00        37.25       240o00'00"
                                                                                                                1.0% 12.7m                                                                                                                                 24.6m 3.2%                                                                           FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
                                                                                                                                                                                                                                  40.233
                                                                                                                   Ø150                                                                                                                                       Ø150
                                                                                                                                                                                                                                                                                                                                                CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
                                                                                                                                                                                                                                                                                                                                                PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
                                                                                                                                                                                                                                                                                                                                            9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
                                                                                                                                                                                                                                                                                                                                                STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
                                                                                                                                                                             m                                       8.8m 1.0                                                                                                               10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
                                                                                                                                                                         2.5




                                                                                                                                                                      D01
                                                                                                                                                                                                                              %
                                                                                                                                                                       % 0                                             Ø150                                                                                                37.25                FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
                                                                                                                                            5.4m 6.5%               3.9 Ø15                                                                                        37.50
                                                                             36.00                                                             Ø150                                                                                                                                                                                             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.
                                                       5)




                                                                                                                                                                                                                                                                                                                                            12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
                                                   x7
                                                 25




                                                                            35.75
                                                                                                                                                                                                                                                                                                                                                BE LOOSE OR MOVE UNDER WHEEL LOADS.
                                                  (1
                                            D 1m
                                                S




                                                                                                                                                                                                                                                                                                                                            13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
                                             RH




                                                            Ross Crescent
                                         SE 6.




                                                                                                                                                                                                                                                                                         37.25
                                       NI % 1




                                                                                                                                                                                                                                                                                                                                                ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
                                     VA 0.5




                                                                                                                                                                                                                                                                                                                                                GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
                                                                                                                                                                                             1                      2                          3                   4                 5                6
                                                                                                                                                                                                                                                                                                                                                MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
                                      L
                                   GA




                                                                            35.50
                                                                                                                                                                                                                                                                                                                                                CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
                                  2x




                                                                                                                                                                                                                                                                                                                                                UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
                                                                                                                                                                                                                                                                                                                                                TO.
                                                                               330o00'00"




                                                                                                                                                                                                                                                                                                                      330o00'00"
                                                                                                                                                                                                                                                                                                                                            14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
                                                                               15.088




                                                                                                                                                                                                                                                                                                                      15.088
                                                                            35.25                                                                                                                                                                                                                                                               THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
                                                                                                                                                                                                                                                                                                                                                LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
                                                                                                                                                                                                                                                                                                                                                ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
                                                                                                                                                                                                                                                                                                                                                CONTRACTORS EXPENSE.
                                                                                                                                                                                                                                                                                                                                            15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
                                                                                                                                                                                                                                          37.50
                                                                                                                                                                                                                                                                                                                                                ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
                                                                                                                                                                                                                                                                                                                                                AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS
                                                                                                                                                                                                                                  240o00'00"
                                                                                                 34.95          34.95        35.25        35.50    35.75      36.00           36.5   36.75                       37.00 37.25      40.233           37.25                                                                                        TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD
                                                                                                                                                                      36.25
                                                                                                                                                                                                                                                                                                                                                CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
                                                                                                                                                                                                                                                                                                                                                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
                                                                                            PROVIDE NEW KERB ADAPTOR
                                                                                            OUTLET AS PER NSC STD DWG RS-081                                                                                                                                                                                                                    SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE
                                                                                                                                                                                                                                                                                                                                                SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS
                                                                                                                                                                                                                                                                                                                                                IDENTIFIED IN THESE PLANS IMMEDIATELY.
                                                                                                                                                                                                                                                                                                                                            18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                                                                                                                THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND
                                                                                                                                                                                                                                                                                                                                                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 DEVELOPMENT
                                                                                                                                 MARK BAIN CONSTRUCTIONS                                                                                                                                                                           TITLE:                                  STATUS:

                                                                                                                                          PTY LTD                                                                                      15 ROSS CRESCENT,                                                                           STORMWATER LAYOUT                       RFI RESPONSE
 © ABN 89 647 469 707
                                                                                                                                                                                                                                    SUNSHINE BEACH, QLD 4567                                              JARO BAULEKA             PLAN
   75 NOOSA DRIVE                                                                                                                                                                                                                                                                                           RPEQ: 2693
                        01    02/09/2022 RFI RESPONSE ISSUE                                   JAC        MVP   JB       SCALE:
NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                                         CPEng
    +61 7 5211 1003     REV    DATE                     DESCRIPTION                          DWN         CHK   APP
                                                                                                                                                           1:100                                                                                                                                          DATE: 02/09/22
                                                                                                                                                                                                                                                                                                                                   DRAWING NUMBER:                         PROJECT NUMBER:                 SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                            SIZE:
RECORCONSULTING.COM                                                REVISIONS
                                                                                                                                              DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                   040                                     20220072                        A1 01