3001-Set-ifa

                                                                                                                              POSTS AT 2.00m CRS TO
                                                                                                                              BE STEEL PICKET OR
                                                                                                                              0.05x0.05m HARDWOOD




                                                                                                                                                                                               0.70 APPROXIMATE
                                                                                                                              SEDIMENT CONTROL FENCE.
                                                                                                                              TOP EDGE TO BE SUITABLY
                                                                                                                                                                                                                                                                                           GEOFABRIC WRAPPED
                                                                                                                              SUPPORTED BETWEEN POSTS.
                                                                                                                                                                                                                                                                                           TO GRATED LID TO ALL
                                                                                                                                                                                                                                                                                           INLET PITS




                                                                                                                                                                                                                  FALL
                                                                                                                              0.20x0.20m TRENCH




                                                                                                                                                                                               0.450
                                                                                                                                                                                                                                                       INLET GULLY DETAILS
                                                                                                                                                                                                                                                                      N.T.S.




                                                                                                                                                       SEDIMENT FENCE DETAIL
                                                                                                                                                                         N.T.S




                                                                                                                                                                                                                                                    SANDBAG AT SAG GULLIES
                                                                                                                                                                                                                                                    TO BE PROVIDED AT ALL SAG GULLIES
                                                                                                                                             CONSTRUCTION                                                                                                        N.T.S.
                                                                                                                                                 SITE
                                                                                                                                                                            5.0                         CATTLE GRID 3.0m NOM WIDE
                                                                                                                                                                          MIN m                         SET 300mm ABOVE GROUND
                                                                                                                                         NOM
                                                                                                                                         100




                                                                                                                                                                                                                                  DY
                                                                                                                                                                                             10.                               YB
                                                                                                                                                                                                 0                          RT
                                                                                                                                                                                            MIN m                      OP
                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                   NE
                                                                                                                                                                                                                                      L
                                                                                                                                                                                                                    PR          AN
                                                                                                             GEOFABRIC FABRIC                                                                                              & CH       Y
                                                                                                                                                                                                                    KE
                                                                                                                                                                                                                       RB          WA
                                                                                                             BIDUM U34 OR SIMILAR                                                                                               AD                   2.0m min                  4.0m min
                                                                                                                                                300




                                                                                                                                                                                                                             RO
                                                                                                                                                                                              m
                                                                                                                                                                                           3.0 IN                       EW
                                                                                                                                                                                                                    RN
                                                                                                             RUNOFF TO BE DIRECTED TO A
                                                                                                                                                                                             M                    ,O                                                               FLOW
                                                                                                                                                                                                     ING
                                                                                                             SEDIMENTATION TRAP. REFER DETAIL                                                    IST
                                                                                                                                                                                              EX

                                                                                                                                     NOTE:
                                                                                                                                     THE TOP ELEVATION OF THE AGGREGATE AND THE MESH FILTER
                                                                                                                                     SHALL BE AT LEAST 150mm BELOW THE SURROUNDING GROUND                                                          SANDBAG AT GULLIES ON GRADE
                                                                                                                                     LEVEL INCLUDING ANY NECESSARY PERIMETER BERMS.                                                                TO BE PROVIDED AT ALL ON GRADE GULLIES
                                                                                                                                                                                                                                                                   N.T.S.
                                                                                                                                     UNBOUND PAVEMENT MATERIAL (GRAVEL) TO GRADING 'B',
                                                                                                                                     TABLE 9 OF QT SPECIFICATION MRS11.05, EXCLUDE
                                                                                                                                     MATERIAL FINER THAN A.S. SIEVE 2.36mm


                                                                                                                                                TEMPORARY CONSTRUCTION
                                                                                                                                                ENTRY/EXIT SEDIMENT TRAP
                                                                                                                                                                         NTS




                                                                                                                                                                                  THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN DEMONSTRATING
                                                                                                                                                                                  AN APPROACH TO EROSION & SEDIMENTATION CONTROL FOR THE SITE. IT IS THE
                                                                                                                                                                                  CONTRACTORS RESPONSIBILITY TO PROVIDE AN EROSION & SEDIMENT CONTROL
                                                                                                                                                                                  DESIGN AND A COMPLETED DESIGN CERTIFICATE PRIOR TO COMMENCEMENT OF
                                                                                                                                                                                  WORK. CERTIFICATION MUST BE UNDERTAKEN BY A SUITABLY QUALIFIED,
                                                                                                                                                                                  EXPERIENCED PROFESSIONAL NOT DIRECTLY EMPLOYED BY THE PRINCIPAL.




FILE: 3001-107.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                 STATUS                                                         SCALE                                                  CLIENT                                                                               PROJECT                                               DRAWING TITLE
FIRST                                                                                    AMENDMENT DETAILS                                                                                                                                                                       Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      CB       SD       SP      02.02.18
                                                                                                                                    FOR APPROVAL                                                                                                                                             Level 3, 16 Innovation Parkway      BLUE CARE SUNRISE BEACH                                CONCEPTUAL EROSION AND
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                 Birtinya QLD Australia 4575
A
M    B     CB      CB       SP       SP      07.11.19 ISSUED FOR CONSTRUCTION                                                    NOT FOR CONSTRUCTION                                                                                                                                               Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                      Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                  EXTERNAL MAJOR WORKS                                     SEDIMENT CONTROL
E
N
D
     C
     D
           CB      DC       SP       SP      21.09.20 ISSUED FOR APPROVAL
                                                                                                                    APPROVED                                                                                                                                                                                                    INTERSECTION MODIFICATION                                       DETAILS
M
E                                                                                                                   BY:     SHAUN PILCHER RPEQ 14593                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                     PROJECT No.     DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                              ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                              SIGN:                               DATE: 21.09.20
                                                                                                                                                                                                                                                                C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                               DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                     18-001942       3001-107        C