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221633 Civil_Combined

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                                                                                                                                                                                                                                                                                                                                                           119.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 IN 4 MAX BATTER




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                                                                                                                                                                                                                                                                                                                                                                                                          119.
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                                                                                                                                                                                         C331                                                                                                                                                                                                                               EXISTING PAVEMENT UNDER CARPARK




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                                                                                                                                                                                                                                                                                                                                  .4
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                                                                                                                                                                                                                                                                                                                                                                                                                            MAY BE RETAINED OR RE-PURPOSED IF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                            SUITABLE. CONTRACTOR TO INVESTIGATE
                                                                                                                                                                                                                                                              SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         122.4
                                                                                                                                                                                                                                                                                                                                                                                                                            DURING DEMOLITION AND NOTIFY
                                                                                                                                                                                                                                                                                                                                                                                                                            ENGINEER TO CONFIRM SUITABILITY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WALL
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FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C301 BULK EARTHWORKS PLAN.DWG




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A SOILS INVESTIGATION HAS BEEN CARRIED OUT BY SOILS SURVEYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ENGINEERING, REFERENCE No. 309-2873, DATED MAY 2009. THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REPORT MUST BE READ IN ITS ENTIRETY PRIOR TO CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BEING UNDERTAKEN.
                                                                                                                                                                         LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ANY UNSUITABLE MATERIAL ENCOUNTERED IS TO BE TREATED IN
                                                                                                                                                                                     PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ACCORDANCE WITH THE GEOTECHNICAL REPORT.
                                                                                                                                                                                     EXISTING MINOR &
                                                                                                                                                        11.1                         MAJOR CONTOUR (0.100m)                                       DEPTH RANGE LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TEMPORARY BATTERS ARE TO BE CONSTRUCTED IN ACCORDANCE
                                                                                                                                                                                     EXISTING BUILDING                                      CUT                               FILL                                                                                                                                                                                                                                                                                                                                                                              WITH THE GEOTECHNICAL REPORT
                                                                                                                                                        RET         WALL             EXISTING RETAINING WALL
                                                                                                                                                                                                                                                            0.00m - 0.25m
                                                                                                                                                                                     EXISTING SWALE
                                                                                                                                                           SW                        EXISTING STORMWATER                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS VOLUMES
                                                                                                                                                              W                      EXISTING WATER
                                                                                                                                                                                                                                                            0.25m - 0.50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               200mm STRIP = 165m3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WARNING
                                                                                                                                                                                                                                                            0.50m - 1.00m                                                                                                                                                                                                                                                                                      CUT = 185m3                                                                              THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
                                                                                                                                                              S                      EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FILL = 15m3                                                                              SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
                                                                                                                                                              E                      EXISTING ELECTRICAL                                                                                                                                                                                                                                                                                                                                                       NOTE: THE ABOVE QUANTITIES DO NOT ALLOW                                                  SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL
                                                                                                                                                                                                                                                            1.00m - 1.50m
                                                                                                                                                                                     EXISTING ELECTRICAL OVERHEAD                                                                                                                                                                                                                                                                                                                                              FOR DETAILED BACKFILL BEHIND RETAINING                                                   CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES
                                                                                                                                                           N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WALLS. CONTRACTOR TO MAKE ALLOWANCE.                                                     SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
                                                                                                                                                              T                      EXISTING TELECOMMUNICATIONS                                            1.50m - 2.00m
PLOT DATE: 30.01.2023




                                                                                                                                                                                     PROPOSED MINOR &
                                                                                                                                                               11.1                  MAJOR CONTOUR (0.100m)                                                 2.00m - 3.00m
                                                                                                                                                                                     PROPOSED BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Project Name                                                           Drawing Title
                                                                                                                                                                                                                                                                 > 3.00m                                                                                                                                                                                                                                                                                  Brisbane . Australia
                                                                                                                                                                                     PROPOSED BATTER TOP                                                                                                                                                                RPEQ NAME:           ERIN HOGAN                                                                                                                                                   1st Floor, 28 Balaclava Street.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Woolloongabba,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOOSA CHRISTIAN COLLEGE                                                BULK EARTHWORKS PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Queensland, 4102,
                                                                                                                                                                                     PROPOSED BATTER TOE                                                                                                                                     NORTH                      RPEQ No:         21411                                                                                                                                                            Australia
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20 COOROY BELLI CREEK ROAD
                                                                                                                                                                    BH               BOREHOLE                                                                                                                                                                                                                                                                                                                                                                                                                           COOROY QLD 4563
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          T: +61 7 3392 3671
                                                                                                                                                                                                                                                                                                                            0            2             4          6m    DATE:        30.01.23                                                                                                 www.edgece.com                                              E: [email protected]                                        Client                                                                 Project No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PAYNTERS                                                               221633                         FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
                                                                                                                                                                                                                                                                                                                                                                        SIGN:                                                                                                                 Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Designed       Drawn          Checked            Scale @ A1            Drawing No.                                                Revision
                                                                                                                                                                                                                                                                                                                                       SCALE 1:100 @A1                                                             P1 30.01.23 FOR APPROVAL                                     ST   KO       constitutes an infringement of copyright.
                                                                                                                                        0 mm       10          20        30   40         50
                                                                                                                                                                                                                                                                                                                                                                                                                   Rev   Date                 Description                       By   Chk      DO NOT SCALE DRAWINGS. IF IN DOUBT, ASK!                                                                                  ST             ST             KO                 1:100                 C301                                                       P1
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