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Stormwater management plan 20220156 9 Kauri St SWMP

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Original PDF page 20, section 1. The text section number identifies this passage in the reader.

 RESIDENTIAL TOWNHOUSE DEVELOPMENT
 9 KAURI STREET, COOROY, QLD 4563
 Lot 2 on RP840262
 CIVIL WORKS

NOTE:                                                                                                       VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE                                 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS,
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A                                  THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
                                                                                                          WORKS CAN COMMENCE.
MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE
CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE                                      12.   CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS
RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE                                     IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE
SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH                                ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS.
ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.                                                  13.   CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS.
                                                                                                      14.   CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
      a.     PRESTART                                                                                       OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION.
      b.     EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND                    15.   CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS
             EROSION CONTROL MEASURES UNSUITABLE GROUND                                                     COMMENCING ON SITE.
      c.     SIDE AND CUT OFF DRAINS                                                                  16.   CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
      d.     STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL                                              SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.

      e.     STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT                                 17.   CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
                                                                                                            COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
      f.     STORMWATER STRUCTURE BASE SLABS
                                                                                                      18.   CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
      g.     SEWER RETICULATION                                                                             APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
      h.     WATER RETICULATION                                                                             AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
                                                                                                            CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
      i.     PAVEMENT SUBGRADE                                                                              OR REMOVE FROM SITE AS DIRECTED.
      j.     PAVEMENT REINFORCING                                                                     19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
      k.     PAVEMENT PRIOR TO SEALING (PRESEAL)                                                          CONSULTANTS/CONTRACTORS DRAWINGS:

      l.     RETAINING WALL FOOTING REINFORCING                                                                   SURVEYOR:           DSQ LAND SURVEYORS

      m.     RETAINING WALL BLOCKWORK PRIOR TO CORE FILL                                                           ARCHITECT:         AND DESIGN

      n.     STEEL REINFORCEMENT OF CONCRETE STRUCTURES                                                           HYDRAULICS:         TBC

      o.     PRACTICAL COMPLETION                                                                                 STRUCTURAL:         RECOR CONSULTING

      p.     ON MAINTENANCE                                                                                       LANDSCAPE:          TBC

      q.     OFF MAINTENANCE                                                                          20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD
                                                                                                          OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL
      r.     ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT                        ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH                                                                        LOCALITY PLAN
             APPROVAL)                                                                                    IMPLEMENTATION OF THE TMP.
      s.     ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO
                                                                                                                                                                                                                                                  NOT TO SCALE
                                                                                                      21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS
             THEIR CERTIFICATION SCHEME                                                                   RECEIVED FOR THE PROJECT
                                                                                                      22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY                                                       DRAWING SCHEDULE
                                                                                                          COUNCIL.
GENERAL NOTES
1.         ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
                                                                                                      23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT       DRAWING NUMBER                                         DRAWING TITLE                                   REVISION
                                                                                                          FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT
2.         ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR                    LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
           TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS.                                                                                                                          C01                           COVER SHEET AND LOCALITY PLAN                                          A
                                                                                                      24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND
3.         ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND                      APPROVALS ON SITE AT ALL TIMES.
           WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA                                                                                                                    C10                         EXISTING SITE SERVICES LAYOUT PLAN                                       A
                                                                                                      25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE
           SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES,
                                                                                                          WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013).
           ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.                                                                                                                                    C20              EROSION AND SEDIMENT CONTROL LAYOUT PLAN AND DETAILS                                A
4.         SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE
           TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY                                                                                                                 C30                           BULK EARTHWORKS LAYOUT PLAN                                            A
           REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY
           ADDITIONAL COSTS INCURRED BY RECOR.                                                                                                                                                       C31                              BULK EARTHWORKS SECTIONS                                            A
5.         EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR
           ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE                                                                                                                 C32                            BULK EARTHWORKS SECTIONS #2                                           A
           PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE
           RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND
           LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY
                                                                                                                                                                                                     C33                             BULK EARTHWORKS SECTION #3                                           A
           DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO
           LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS.                                                                                                                            C40                       STORMWATER CATCHMENT LAYOUT PLANS                                          A
6.         THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL
           CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS                                                                                                                      C50                          ROADS AND DRAINAGE LAYOUT PLAN                                          A
           INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF
           CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR                                                                                                                  C51                             ROADS AND DRAINAGE DETAILS                                           A
           AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
7.         ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE                                                                                                                      C52                           ROADS AND DRAINAGE DETAILS #2                                          A
           RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS,
           GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS.                                                                                                                                           C53                         ROAD AND DRAINAGE LONG SECTIONS                                          A
8.         CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
           AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE                                                                                                                    C54                        ROAD AND DRAINAGE LONG SECTIONS #2                                        A
           CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE
           OWNER/MANAGER / AUTHORITY/COUNCIL.
                                                                                                                                                                                                     C55                              TYPICAL DRIVEWAY SECTIONS                                           A
9.         CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE
           HEALTH AND SAFETY REQUIREMENTS.
                                                                                                                                                                                                     C60                    VEHICLE SWEPT PATHS LAYOUT - VISITOR BAYS 1 &2                                A
10.        WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO
           NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN                                                                                                                     C61                     VEHICLE SWEPT PATHS LAYOUT - UNITS 2,4 & 10                                  A
           SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY
           OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW

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

                                                                                                                                                                                                                                                                  PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                   SUNSHINE GROVE PTY LTD                                                                                         TITLE:                STATUS:

                                                                                                                                                                                                         9 KAURI STREET                                           COVER SHEET AND      MATERIAL CHANGE OF USE
                    © ABN 89 647 469 707
                                                                                                                                                                                                        COOROY, QLD, 4563                   JARO BAULEKA          LOCALITY PLAN        AND
                                                                                                                                                                                                                                             RPEQ: 20693
                       37 MARY ST
                   NOOSAVILLE, QLD 4566
                                                            A    10/08/22   COMBINED MCU AND OP WORKS ISSUE     JAC     BRP     JB     SCALE:
                                                                                                                                                                                                                                               CPEng
                                                                                                                                                                                                                                                                                       OPERATIONAL WORKS
                      +61 7 5211 1003                      REV    DATE               DESCRIPTION               DWN     CHK      APP
                                                                                                                                                             AS INDICATED                                                                   DATE: 10/08/22
                                                                                                                                                                                                                                                                  DRAWING NUMBER:       PROJECT NUMBER:       SHEET REV:
                                                                                                                                                                                                                                                                                                               SIZE:
                  RECORCONSULTING.COM                                                     REVISIONS
                                                                                                                                                           DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                  C01                   20220156              A1 A
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