08/0169 Information Response to DERM - 71 Seaview Terrace Sunshine Beach · 132008.169

                                                                                                                                                                                  SITE CONSTRUCTION PROCEDURES
                                                                                                                                                                                  1.    (AR PARKING, BULK MATERIAL STORAGE ON SITE IN NTIAL SET LP
                                                                                                                                                                                        PHASE, AS PER TEMPORARY ACCESS PLAN.
                                                                                                                                                                                  2.     COMPLETE EXISTING CONDITION I DILAPIDATION I SURVEYS ON ADJACENT
                                                                                                                                                                                        PROPERTIES
                                                                                                                                                                                  3.     ESTABLISH SURVEY POINTS ACROSS ENTIRE SITE TO MONITOR ANY
                                                                                                                                                                                        SURFACE MOVEMENTS THROUGHOUT CONSTRUCTION PHASE
                                                                                                                                                                                  1.     ESTABLISH EXTENDED TEMPORARY CONCRETE PAVED VEMCLE TURN AROUND ON SITE
                                                                                                                                                                                        USING TEMPORARY SCREW PILE AND SLEEPER WALLS ITED-BACK). SAND-FLIED
                                EXCAVATION                                                                                                                                              GEOFABRK. OR GABION MATTRESSES AT SOUTH-WEST CORNER OF SITE
                                BEYOND                                                                                                                                            S.     DESIGN AND CONSTRUCT TEMPORARY ACCESS PLATFORMS FOR CFA PILING
                                                                                                                                                                                        RIG AND PROCEED TO BIRO THE PERMANENT WORKS AS PER OAG7AMIATE
                                                                                                                                                                 L"?
50.00                                                                                                                                                             70430
                                                                                                                                                                                        CONSTRUCTION STAGS 1-U. INSTALL. EROSION CONTROL FENCES.
                                                                                                                                                                                  6.     PROTECT ALL VEGETATION AS PER ENVIRONMENTAL PLAN
        3     '.Cw E                                                                                                                                                              7.     ALL CONCENTRATED STORMWATER MIST BE DISPOSED OF VIA APPROVED
            EX <P-                                                                                                                                               L-2                    STORMWATER DISCHARGE SYSTEM AT ALL STAGES OF CONSTRUCTION
'4550   N:ECT                                                                                                                                                     -510
                                                                                                                                                                                  8.     ALL TEMPORARY ACCESS TRACKS MUST BE CONSTRUCTED ON TSO GRAVEL
                                                                                           NOTE                                                                                         LAO OVER GEOFABRE AND CONTOURED TO AVOID CONCENTRATIONS OF SURFACE
                                                                                           NO BA(KFLL ABOVE NATURAL GROUND                                                              RUNOFF. MAXIMUM IARETARED FILL DEPTH TO M.
4700
                                                                                           SLAB ABOVE TO BE FULLY 91SPENDED                                                       9.     NOTE THAT 128 SURFACE SANDS AT THE SOUTH - EASTERN AREA OF THE SITE
                                                                                              I TYPICAL I
                                                                                                                                                                                        AREA V THE SAFE NATURAL STABLE ANGLE OF THE SAID, AND
                                                                                                                                             z ______QrgnE Fkd'
3800                                                                                                                                         ml             3800                        CONSEQUENTLY ANY WORK IN THE AREA MUST BE CARRIED OUT WITH EXTREME
                                                                                                           T YPICAL                                                                     CAUTION. UNDER SUPERVISION OF GEOTECHEAL ENGINEER, WHILE REGULARLY
                                                                                                           WATER TANKS _AFUNDIO SIR-FLOOE__l _                     Pool                 MONITORING SURFACE MOVEMENTS
:3554                                                                                                      PLUMBING ETC. SIGLIBEFULLY                             35.00
                                                                                                           SUSPENDED FROM PILED GROUND                                            TO.   SIZE, TYPE, DEPTH AND LENGTH OF PLES ARE BASED ON TYPICAL ASSUMED
                                                                                                              BEAMS                       I                                             GROUND CONDITIONS AND. THE MORRIS ON AND SIG GEOTECHNI(AL INVESTIGATIONS
                                                                                                                                                   ----town Grand
                                                                                                                                                                                        OF THE GROUND MATERIAL ON SITE. FINAL PILING DETAILS, GROUT
                                                                                                                                                              3000                      INJECTION AND CONSTRUCTION PROCEDURE WILL BE CONFIRMED AFTER DETALED
                                                                                                                                                                                        ANALYSIS OF TIE GEOTECFNCAL INVESTIGATION REPORT.
                                                                                                                                                                                        PILING DETALS WILL ALSO BE CO.ORRNATED WITH ADVICE FROM                    D     19.11.10    FOR APPROVAL
                                                                                                                                                                                        SPECIALIST PLUG CONTRACTORS. TM CFA CONTIGUOUS GROUT REPLACEMENT           C     12.1110     FOR APPROVAL
                                                                                                                        LANDSCAPED
                                                                                                                        PATH                                                            RETAINING WALLS. 1E-BACKS AND STRUTTING ARE 70 BE DESIVED AND RPEO         B     12.11.10    PRELNNARY 5511 TO CONSULTANTS
                                                                                                                                                                                        CERTIFIED BY THE CONTRACTOR N ACCORDANCE WITH THE RELEVANT                 A     28.10.18    PRELIMINARY ISSUE TO ARCHITECT
                                                                                                                                                                                        AUSTRALIAN CODES.
                                                                                                                                                                                  It     DEPTH. SIN. LAYOUT AND TYPE OF PILING IS SCME]MATK ONLY AND                                1 - -11
                                                                                                                                                                                        SMALL BE PRICED WITH APPROPRIATE RATES TO ALLOW PALING OF
                                                                                                                                                                                        VARIATIONS N AS-CONSTRUTED PILING WHICH MAY VARY DEPENDING ON
                                                                                                                                                                                        EXACT CONDITIONS ENCOUNTERED ON SITE DURING CONSTRUCTION.
                                                                                                                                                                                  12.   THE CONTIGUOUS PLED WALLS SHALL BE GROUTED AND REPAIRED AS
                                                                                                                                                                                        REQUIRED AT ANY AREAS WHERE CONTIGUOUS PILES HAVE NOT PROVIDED A
                                                                                                                                                                                                                                                                   PROPOSED RESIDENCE
                                                                                                                                                                                  13.
                                                                                                                                                                                        TIGHT STRUCTURAL WALL
                                                                                                                                                                                        A DRAINED AND VENTLATED INTERNAL CAVITY WALL SHALL BE PROVIDED AT
                                                                                                                                                                                                                                                                   LOT 1
                                                                       SECTION 2                                                                                                        ALL AREAS WHERE BOLDING WALLS ARE RETAINING SOIL.                          71 SEAVIEW TERRACE
                                                                                                                                                                                                                                                                   SUNSHINE BEACH
                                                                                                                                                                                                                                                                   for A. SLINGER


                                                                                                                                                                                                                                                                   MCU WORKS
                                                                                                                                                                                                                                                                   SITE SECTIONS
                                                                       NOTE
                                                                       NO BACKFLL ABOVE NATAL GROUND
                                                                       SLAB ABOVE TO BE FULL? SIKPE
                                                                          I TYPICAL I

                                                                                                                                                                          L.o2
                                                                                                                                                                          45,50                                                                                        architect
                                                                                                                                                                                                                                                                       gavin maddock
                                                                                                                                                                                                                                                                       161 754553327 161 154553327
                                                                                                                                                                                                                                                                       1 nloa;oobnrnoddock cor




                                                 CONTIGUOUS PILING
                                                 TYPE B - BEYOND AT
                       APPROX. LEVEL Of
                       EXTREMELY WEATHERED
                                                 R 31-10 INTERNAL STAR
                                                 FULLY STRUT PILING AT     ALL PILES TO FOUND AT OR                                                                                                                                                                    TODCONSULTING
                                                 TOP AND N 42              BELOW THE 7.111N DEPTH LINE
                       SANDSTONE RL 33 APPROX,
                                                                                                                      CONTIGUOUS PILING                                                                                                                                             ENGINEERS
                                                                                                                      TYPE D - 7,OM DEEP

                                                                                                                                                                                                                                                                                STRUCTURAL CIVIL



                                                                                                                                           CONTIGUOUS PILING                                                                                                                TOO CON8ULT81G PTY. LTD.
                                                                                                                                                                                                                                                                                       W 3101W III
                                                                                                                                           TYPE F 12.011 BELOW                                                                                                                    00 'o' sr ,e' 6ooso. n.
                                                                                                                                           NATURAL GROUND                                                                                                                       P. 0, 61 6006-:,-01. 2D (lot
                                                                                                                                                                                                                                                                           PI>nl 1.71 5419 9600 04r 1071 5419 0, 04
                                                                                                                                                                                                                                                                               440'   mw,nse,oemnsunng,an
                                                                                                                                                                                                                                                                                  4.6 rrr rotlswsull.nq 10+




                                                                                                                                                                                                                                                                           B. GEORGE 0,. K. CAPPER                OCT 2810
                                                                       SECTION 1                                                                                                                                                                                            H. GRAY     1^IS. PRYSTIPA            1    250
                                                      125   10   7.5   5    2.5    0                                                                                                                                                                               -.A                    nN               OM
                                                                                                                                                                                                                                                                            6 .' 9                                    AMD

                                                                   SCALE 1 250 UNITIJ(ED AT Al                                                                                                                                                                            09578                   PE         A B       (     O