Attachment E Stormwater Sediment Control plan

                                                                                                                                                                       DEMOLITION
                                                                                                                                                                       DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
                                                                                                                                                                       AND/OR STRUCTURES ON SITE AND DISCONNECT AND
                                                                                                                                                                       WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
                                                                                                                                                                       ACCORDANCE WITH A PLUMBING AND DRAINAGE
                                                                                                                                                                       APPLICATION PRIOR TO DEMOLITION COMMENCING.


                                                                                                                                                                       CLEARING
                                                                                                                                                                       THE CONTRACTOR SHALL REMOVE ALL EXISTING                                                                                                                                                                                                                                                                                                                                                    WARNING!
                                                                                                                                                                       VEGETATION WITHIN THE SITE IN ACCORDANCE WITH                                                                                                                                                                                                                                                                                                                                    BEWARE OF UNDERGROUND SERVICES.
                                                                                                                                                                       THE APPROVED TREE RETENTION PLAN IF SPECIFIED.                                                                                                                                                                                                                                                                                                                           POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
                                                                                                                                                                       SETTING OUT                                                                                                                                                                                                                                                                                                                                                                       COMMENCEMENT OF CONSTRUCTION
                                                                                                                                                                       DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
                                                                                                                                                                       THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
                                                                                                                                                                       SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE                                                                                                                                                                                                                                                                                                                 LOCATION OF SERVICES
                                                                                                                                                                       REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY                                                                                                                                                                                                                                                                                                                   PRIOR TO COMMENCEMENT OF NEW WORK THE
                                                                                                                                                                       AND ACTUAL FINISHED GROUND LEVELS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
                                                                                                                                                                                                                                                                                                                                                                                                                                                INSTALL OUTLET WEIRS WITH                                                                       CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
                                                                                                                                                                                                       PA                                                                                                                                                                                                                                       LEVEL SPREADER OUTLET ON
                                                                                                                                                                                                         RK                                                                                                                                                                                                                                     SEDIMENT FENCING
                                                                                                                                                                                                                 CR                                                                                                                                                                                                                                                                                                                             PROTECTION OF SERVICES
                                                                                                                                                                                                                        ES                                                                                                                                                                                                                                                                                                                      THE CONTRACTOR SHALL CONTACT THE RELEVANT
                                                                                                                                                                                                                          CE                                                                                                                                                                                                                                                                                                                    AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR
                                                                                                                                                                                                                            NT                                       INSTALL FLEXIBLE PIPE CHUTES AS                                                                                                                                                                                                                                            PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT
                                                                                                                                                                                                                                                                     REQUIRED ON SIDE BOUNDARIES.                                                                                                                                                                                                                                               SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.




                                                                                                                                                                                                           INSTALL DIVERSION DRAINS/ BANKS TO DIVERT CLEAN
                                                                                                                                                                                                           WATER DURING BASEMENT STAGE CONSTRUCTION.
                                                                                                                                                                                                           IMPLEMENT SIMILAR ARRANGEMENT DURING LOWER
                                                                                                                                                                                                           LEVEL CONSTRUCTION




                                                                                                                                                                                                                                            VERGE TURFING TO BE
                                                                                                                                                                                                                                            REINSTATED FOLLOWING WORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                INSTALL ROCK FILTER DAM AT LOW
                                                                                                                                                                                                                                                                                                                                             INSTALL FLEXIBLE PIPE CHUTES AS                                                                                    POINT OF SITE WORKS AREA
                                                                                                                                                                                                                                          INSTALL SAND BAGGING
                                                                                                                                                                                                                                                                                                                                             REQUIRED ON SIDE BOUNDARIES.
                                                                                                                                                                                                                                          MITIGATION TO SITE FRONTAGE
                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                CEN
                                                                                                                                                                                                                                              RES
                                                                                                                                                                                                                                             KC
                                                                                                                                                                                                                                          PAR
                                   Filename: X:\200849 PROPOSED RESIDENTIAL DWELLING - 20 PARK CRESCENT, SUNSHINE BEACH\3.0 CAD\DRAWINGS\200849-C-00001.DWG




                                                                                                                                                                                                                                                                     PROPOSED LEGEND                                                                                     EXISTING LEGEND                                                                                                                                                       DESIGN NOTE:
                                                                                                                                                                  NOTES:                                                                                                               EARTHWORKS CUT                                                                                                          EXISTING PROPERTY BOUNDARY                                                                                                      OVERALL CONCEPTUAL EROSION AND SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING SEWER                                                                                                                  STRATEGY ONLY. DETAILED WORKING DRAWINGS TO BE UPDATED
                                                                                                                                                                  1.   DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
                                                                                                                                                                                                                                                                                       EARTHWORKS FILL                                                                                                                                                                                                                                         THROUGHOUT CONSTRUCTION PERIOD BASED ON STAGING OF
                                                                                                                                                                       DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS.                                                                                                                                                                                    EXISTING U/G TELECOM                                                                                                            WORKS. CIVIL CONTRACTOR IS RESPONSIBLE FOR OVERALL DESIGN
                                                                                                                                                                  2.   DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT                                                                                                                                                                             EXISTING O/H ELECTRICITY                                                                                                        AND IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL PLAN.
                                                                                                                                                                       SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY.                                                               TEMPORARY CONSTRUCTION ENTRY / EXIT & SHAKE DOWN AREA
                                                                                                                                                                                                                                                                                       REFER STD DRG IPWEA DS-040                                                                                              EXISTING WATER DBYD
                                                                                                                                                                  5.   FOR EROSION AND SEDIMENT CONTROL NOTES AND DETAILS REFER
                                                                                                                                                                       DRG 200849-C-00002.                                                                                             TEMPORARY ROCK FILTER DAM                                                                                               EXISTING STORMWATER DBYD
                                                                                                                                                                                                                                                                                       REFER DRG 200849-C-00002
                                                                                                                                                                  6.   CUT & FILL EXTENTS APPROX. ONLY BASED ON BUILDING DESIGN                                                                                                                                                                                EXISTING FENCE
                                                                                                                                                                       SECTIONS.                                                                                                       TEMPORARY CHECK DAM OR SANDBAGGING (AS APPROPRIATE)
Last Plotted: 2021-02-18




                                                                                                                                                                                                                                                                                       REFER STD DRG IPWEA DS-041                                                                                              EXISTING CONTOUR MAJOR
                                                                                                                                                                  7.   EROSION & SEDIMENT CONTROL TO BE AMENDED ACCORDINGLY TO                                                                                                                                                                                 EXISTING CONTOUR MINOR
                                                                                                                                                                       SUIT STAGED CONSTRUCTION WHILST MEETING MINIMUM IECA BEST                                                       TEMPORARY SEDIMENT CONTROL FENCE - REFER STD DRG IPWEA DS-040
                                                                                                                                                                       PRACTICES.                                                                                                      TEMPORARY DIVERSION BUND - REFER DRG 200849-C-00002                                                                                                                                                                                                                                SURVEY DATA
                                                                                                                                                                  8.   EXTERNAL CONTOURS AND DIGITAL CADASTRAL DATABASE BOUNDARY                                                       FLOW DIRECTION                                                                                                                                                                                                                                                                     SURVEYED BY 'LIVINSTONE GROUP' DATED
                                                                                                                                                                       (DCDB) INFORMATION SOURCED FROM QSPATIAL, FEB 2021.                                                                                                                                                                                                                                                                                                                                                07/07/2020. PLAN REFERENCE 7376-01.
Last saved by: GRANT(2021-02-18)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ARCHITECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REFER 'TEELAND ARCHITECTS' DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWINGS & DOCUMENTS.



                                                                                                                                                                                                                            North Point           Scale                                        Horiz. Datum   Client                                Consultant                                                                                      Project                                                          Drawing
                                                                                                                                                                                                                                                                                                 LOCAL                                                                                                                                                                                           Drawn      GM                                                                    Drawing No.                 Rev No.
                                                                                                                                                                                                                                                                                                                       J & S DOUGLAS                                                                                                                        20 PARK CRESCENT                                                          CIVIL
                                                                                                                                                                                                                                                          0              2.5          5        Vert. Datum                                                                                                                                               SUNSHINE BEACH, QLD, 4567               Design     GM         EROSION & SEDIMENT CONTROL LAYOUT

                                                                                                                                                                                                                                                          A1 1:100
                                                                                                                                                                                                                                                                                          m
                                                                                                                                                                                                                                                                                                  AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED RESIDENTIAL DWELLING              Check      LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          200849-C-00001                       A
                                                                                                                                                                                                                                                                                               RL Datum                                                                                                CIVIL | STRUCTURAL | GEOTECHNICAL                                                                             Approved        Signed
                                                                                                                                                               A FOR APPROVAL                             17.02.21 LS                                                                          PSM44270                                              COPYRIGHT © All rights reserved.                                                                                                                                                                                                                Sheet
                                                                                                                                                              Rev          Revision Description             Date Approved                                                                      RL 29.925
                                                                                                                                                                                                                                                                                                                                                     This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                     or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                       SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                       www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Date     17.02.21   L.SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RPEQ   21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Status     NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Size      A1