Civil Engineering Plans

METHOD
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                                                                                                           |                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     150mm CBR15 TEMPORARY PAVEMENT            ·         SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ·         VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
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                                                                                                                                     |                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.90           PROPOSED EARTHWORKS LEVEL                 ·         MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
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                                                                                                                                                             |                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ''EMERALD'' BUILDING
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                                                                                                                                                                             |                                                                                                                                                                                                                                                                                                                                                                                                                                                             ·         CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
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                                                                                                                                                                                     |        |                                                                                                                                                                                                                                                                                                                                                                                                  ANCHORED SHEET PILING TO
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                                                                                                                                                                                                       |                                                                                                                                                                                                                                                                                                                                                                                                                                             STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
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                                                                       W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MANUFACTURERS DESIGN &
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CERTIFICATION.                                      CONSTRUCTION OPERATIONS.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                             ALL BATTER GRADIENTS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                             TO BE CONFIRMED BY                                                                                                                  PROPOSED TOP OF BATTER
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                             GEOTECHNICAL                                                                                                                        PROPOSED TOE OF BATTER
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                             ENGINEER'S ONSITE                                                                                                                   EXISTING SURFACE CONTOUR

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                                                                                                                                                                                                   S                                                                                                                                                                                                                                                                                                                                                                          E                  EXISTING ELECTRICAL RETICULATION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                               ALL WORKS TO BE CARRIED OUT IN STRICT                                                                          T                  EXISTING TELSTRA RETICULATION                 NETT EARTHWORKS VOLUMES
                                                                                                                                                                                                                                                                                                                                                                                                                                                               ACCORDANCE WITH APPROVED SETTLERS                                                                              D                  EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                               COVE NOOSA RESIDENTIAL HIGH DENSITY                                                                                                                                                  EARTHWORKS FILL (SOLID)                                     = 11746m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W                  EXISTING WATER RETICULATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                               ENVIRONMENTAL MANAGEMENT PLAN (EMP1)                                                                                                                                                 EARTHWORKS CUT                                              = 45036m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                               DATED 21 JULY 2005 BY WBM OCEANICS.                                                                            S                  EXISTING SEWER RETICULATION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORMWATER MANHOLE / LABEL                         NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND. VOLUMES HAVE BEEN
                                                                                                                                                                                                                                                                                                                                                                                                                                              0               10              20               30                 40              50                                                                                                                CALCULATED FROM EXISTING SURFACE TO EARTHWORKS PAD LEVEL (VOLUMES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    INCLUDE ADDITIONAL EXCAVATION REQUIRED FOR CBR15 MATERIAL AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXCAVATION FOR TEMPORARY BATTERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:500 (A1), 1:1000 (A3)


    NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                   PURPOSES.
                                                                                                                           PBL                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                                                       DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                                                                                                                                      Drawn: PBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A.B.N. 91 611 354 511                                                                                                                                                             PRELIMINARY EARTHWORKS LAYOUT
                                                                                                                                                                                                                                  FOR APPROVAL                                                                         Date: AUG 2022                                                                                                                                          26 Memorial Avenue, Cotton Tree                                    PROPOSED HOTEL
                                                                                                                                                                                                                                                   NOT FOR CONSTRUCTION                                                                                                                                                                                                        PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                        Revision     Sheet
                                                                                                                                                                                                                                                                                                                 Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Tel (07) 5475 4125 Fax (07) 5479 1607                              at 3-7 SERENITY CLOSE, NOOSA HEADS                                                                             DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A6769-22-PEW01           A         1 of
                                                                                                                                                                                                                                               STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Email: [email protected]
      A    05/10/2022       ISSUE FOR APPROVAL                                                                                                                                                PBL                    S.H.
                                                                                                                                                                                                                                   .......................
                                                                                                                                                                                                                                       DIRECTOR APPROVAL                                                                    Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Web: http://www.alta.net.au                                        for CALILE MALOUF INVESTMENTS
     REV       DATE                                                        DESCRIPTION                                                                                                        BY                    CHKD               RPEQ - 4784                                                                          A1 SHEET SIZE                                      FILENAME : a6769-22-PEW01 EARTHWORKS LAYOUT.dwg - DATE : 5/10/22 - 2:43pm - XREF's: X-BASE; X-SURVEY; X-ARCH L2; X-ARCH L1; X-ARCH L3; X-ARCH L4; H-Approved-SH; H-Checked-SH                                                                Council Ref: