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

                             PILING LEGEND
               CONTIGUOUS PILES :
            TYPE    A      600 A. FROM EXISTING GROUND TO RL 37.0                    ALL VERTICAL AND RAKING PILES SHALL FOUND AT LEAST
            1YPE    8      600 DNA. FROM EXISTRG GROUND TO RL 35.0                   SM BELOW A 27' LINE PROJECTED FROM THE BASE Of THE SLOPE,
            TYPE    C      600 (IA. FROM EXISTING GROUND TO RL 43.0                  AND AT LEAST 7.0M BELOW ORIGINAL GROUND LEVEL.
            TYPE    0      600 CIA. FROM EXISTING GROUND TO 7.OM DEPTH               THE SCREW PLNG CONTRACTOR MUST ALLOW FOR PRE-BONG
            TYPE    E      600 CIA. FROM EXISTING GROUND TO Rt 31.0                  WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE LAYERS
            TYPE    F      600 CIA. FROM EXISTING GROUND TO 12.011 DEPTH             SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
            (OH1S(AIJS PILES SHALL FOUND AT LEAST 7.OM BELOW ORIGINAL GROUND         CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
            LEVEL, UNLESS DENOTED BY RL AS PER ABOVE TYPES.                          LOADS. AND CERTIFIED BY AN EXPERIENCED RPEO ENGINEER, WHO
                                                                                     SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
             SCREW PILES
             P1     168 x 1.1 GALV AND EPOXY PANTED SCREW PILE
                    MINIMUM BM DEEP 30T SWL. (ON(. FLL
             P2     219 x 61 GALV AND EPOXY PANTED SCREW PILE
                    MINIMUM BM DEEP SOT SWL. ((N(. FILL
             P3     219 zI 12.7 GALV AND EPOXY PANTED SCREW PILE
                     MINIMUM! NM DEEP 60T SWL. (ON(. FILL
             RT
                                                                                                                                   Noose National Pam
                                                                                                                                                        North
                    RAKING AT 1 N 2.75 - 211 i 81 GALV AND EPOXY PANTED SCREW PILE
                    MINIMUM 12M LONG SWL r SOT TENSION (ON(. FILL                                                                         147
             RE     RAKE AT I N 1 - 7 >I 12.7 GALV AND EPOXY PANTED SCREW PILE                                                           NPW889
                    MINIMUM 12M LONG SOUL - BIT COMPRESSION. (0N(. FILL

            o VERTICAL WICK DRAIN - PERFORATED 219 (BA. x 7.117. (NS
                   SCREW PILE - AT A.BM (RS. TO FOUND 2.011 BELOW ADJACENT
                   FLOOR LEVEL. DR AS INDICATED ON PLANS / SECTIONS.
           -       .-' TEMPORARY MIN-SNEEI PLNG

                                                                                                                                                                 D           19.1110       FOR APPROVAL
                                                                                                                                                                 C           17.11LIO      FOR APPROVAL
                                                                                                                                                                 B           12.1110       PRELIMINARY ISSUE TO CONSULTANTS
                                                                                        153.61$           `.,                                                    A           28.10.10      PRELIMINARY ISSUE TO ARCHITECT

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                                                                                                                                                                  PROPOSED RESIDENCE
                                                                                                                                                                  LOT 1
                                                                                                                                                                  71 SEAVIEW TERRACE
URE IEK
GROUT
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                                                                                                                                                                  SUNSHINE BEACH
                                                                                                                                                                  for A. SLINGER


                                                                                                                                                                  MCU WORKS
                                                                                                                                                                  SITE PLAN
                                                                                                                                                                  BULK EARTHWORKS
                                                                                                                                                                  AND PILING

                                                                                                                                                                      architect
                                                                                                                                                                      gavin maddock




                                                                                                                                                                   TODCONSULTING
                                                                                                                                                                                        ENGINEERS

                                                                                                                                                                                    STRUCTURAL CIVIL


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          Y PROVIDE SPRAYED CONCRETE AND URETER
                                                                                                                                                                as B. GEORGE                            K. CAPPER          OCT 2010
              GROUT PROTECTION ADJACENT TO DRIVEWAY
              WHERE INDICATED                                                  SITE PLAN - BULK EXCAVATION AND PILING                                           fne:rH
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                                                                                              12.5   10   1.5     5      2.5   0                                cry      n                        „ra               om..
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                                                                                                            SCALE 1 250 UNREDUCED AT Al                                      09578                         P5           A B (         0