BBNE00529_0002_0001-REP-001-1-73 Eumundi-Noosa Rd SMP

                                                                                                   EX1/1                                                       MH2/1                                                                         MH3/1
          MAINTENANCE HOLE / SHAFT No.
          MH / MS COVER TYPE                                                                                                                                              B                                                                              B

          MH / MS TYPE                                                                                       EX                                                         P2                                                                             P2

          DROP TYPE                                                                                                                                                     A                                                                              A

          BRANCH LINE No

            LEGEND
            FP = VERGE
            PP = PRIVATE PROPERTY
            RD = VERGE
            R = BEND RADIUS (HOR, VERT, COMP)
            SRB = SHORT RADIUS BEND - 0.75 RADIUS
            L = BEND LENGTH

            MAINTENANCE HOLE TYPES
                                                                                                                                                                                                                                                                 CONSTRUCT SEWER MANHOLE
            P2 = CONCRETE 1.050Ø
                                                                                                                                                                                                       NATURAL SURFACE                                           OVER EXISTING 150Ø SEWER
            MS = TYPE J1 MAINTENANCE SHAFT
            TMS = TERMINAL MAINTENANCE SHAFT                                                                                                                                          DESIGN SURFACE
            HB = HORIZONTAL BEND
            END = END CAP
            LID TYPES
             B = CLASS B NON TRAFFICABLE
             D = CLASS D TRAFFICABLE
                                                                                                                                                                                                                                                                     EXISTING 150 DIA.
            NOTES                                                                                                                MANHOLE FSL TO BE
                                                                                                                                                                                                                                                                     SEWER IL.10.611

                                                                                                                                 CONFIRMED ON SITE TO SUIT
            1. ALL LEVELS, CHAINAGES & DISTANCES IN METRES.                                                                      FINALISED SURFACE LEVEL
            2. REFER SEQ-SEW-1200 SERIES FOR BEDDING &                                                                            LOWER EXISTING
               BACKFILL REQUIREMENTS.                                                                                             MANHOLE LID
            3. REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE                                                                          EX.LID RL.6.472
               STRUCTURE TYPES AND DROPS.                                                                                         FSL.6.171
            4. PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY
               RIGGS (PVC-U SN8).
            5. REFER SEQ-SEW-1106 SERIES FOR PROPERTY
               CONNECTION TYPES.
            6. DISTANCE "D" IS FROM THE DOWNSTREAM                                                                                                                                                 TRENCH STOPS AT
               STRUCTURE/TP TO THE CENTRE OF THE OB                                                                                                                                                11.9m CENTRES
               JUNCTION/SADDLE FOR EACH HOUSE
               CONNECTION.



                                                                       EXISTING 150 DIA.
                                                                       SEWER IL.5.050
                                                                                                           450 DIA. STORMWATER




                                                                                                                                                               N7079533.013




                                                                                                                                                                                                                                               N7079531.206
                                                                                                                                                               E505141.701




                                                                                                                                                                                                                                               E505084.744
                                                                                                           IL4.32




          DATUM R.L.                                                                                         2.000
                                                                                                                                                                                      PP
           PROP DESCRIPTION
                                                                                                                                                                                DN150-SN8 PVC-U
           PIPE DIAMETER (DN), TYPE, CLASS
                                                                                                                                          1 in 98.8                                                    1 in 11.9
           GRADE (1 in X)
           LENGTH/RADIUS                                                                                                                  42.962                                                       56.986                                                                                                                                                                                                     N12-300                      N16-150

           EMBEDMENT TYPE                                                                                                                 TYPE 3                                                       TYPE 3
                                                                                                                                                                                                                                                                                                                                                                                                  400 THICK
                                                                                                                                                                                                                                                                                                                                                                                                       SLAB
                                                                                                   1.156
                                                                                                            1.071




                                                                                                                                                               1.696
                                                                                                                                                                        1.616




                                                                                                                                                                                                                                              1.769




                                                                                                                                                                                                                                                                                                                                                                                                                                    0.3
           DEPTH OF INVERT BELOW FSL
                                                                                                                                                                                                                                                                                                                                                                                  MASS CONCRETE TO                                               PROPOSED SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                        0.5 0.6        0.6
                                                                                                   5.050
                                                                                                            5.100




                                                                                                                                                               5.535
                                                                                                                                                                        5.615




                                                                                                                                                                                                                                              10.410




                                                                                                                                                                                                                                                                                                                                                                                  INVERT LEVEL OF SEWER
           INVERT LEVEL (IL)
                                                                                                                                                                                                                                              12.179
                                                                                                   6.171




                                                                                                                                                               7.231




           FINISHED SURFACE LEVEL (FSL)
                                                                                                                                                                                                                                                                                                                                                                                    RETAINING WALL SERVICE BRIDGING DETAIL
                                                                                                                                                                                                                                                                                                                                                                                     (PROVIDE TO ALL SEWER CROSSINGS OF RETAINING WALLS)
                                                                                                                                                                                                                                                                                                                                                                                     N.T.S.
                                                                                                                                                                                                                                              12.179
                                                                                                   6.693




                                                                                                                                                               7.704




           EXISTING SURFACE LEVEL (ESL)
                                                                                                                                                               42.962




                                                                                                                                                                                                                                              99.948
                                                                                                   0.000




           CHAINAGE (CH)

                                                                                                                                                                                                                                                                                                                                                                                    0            10          20          30m                         0       1             2      3m
           LINE NUMBER                                                                                                                                                            1                                                                                                                                                                                    HORIZ:                                                          VERT:
                                                                                                                                                                                                                                                                                                                                                                                           Scale 1:500 @A1                                               Scale 1:50 @A1
                                                                                                                                                                                                                                                                                                                                                                                           Scale 1:1000 @A3                                              Scale 1:100 @A3
COPYRIGHT ©                                                                                          Associated Consultants                           Client                                                                                                                  Drawn         Verified   Project                                                             Drawing Title                                                                  Scale                Sheet Size
                                                                                                                                                                                                                                                                              M.K.P.        D.R.
This drawing is subject to
copyright in accordance with                                                                                                                          DEVTEX NOMINEES                                                                                                                                  73-77 EUMUNDI-NOOSA ROAD                                            SEWERAGE                                                                        AS SHOWN              A1
the agreement between TOD                                                                                                                                                                                                                                                     Designed      Verified
Consulting Pty Ltd (tc) and tc's                                                                                                                      PTY LTD                                                                                                                 M.K.P.        D.R.       NOOSAVILLE, QLD 4566                                                LONGITUDINAL SECTIONS                                                          Drawing Number
client. This drawing shall only
be used for this specific project.                                                                                                                                                                                                                                            Approved      RPEQ No    RP DESCRIPTION  LOTS 1, 2 3, 48, 49 AND 50 ON SP298783                                                                                                     24572-C051
This drawing shall not be used                                                                                                                                                                                     Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190     D. REYNOLDS   9072       LOCAL AUTHORITY NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                       MCU APPROVAL                             HORIZ DATUM MGA DERIVED                      0        10   20     30    40     50         60              Sheet                 Revision
for construction until marked as                                                                                                                                                                                              PO Box 61, Noosaville, QLD 4566                 Signed
                                      A    23.01.25   ISSUED FOR APPROVAL                   MKP                                                                                                                                                                                                        ROL APPROVAL                             VERT DATUM RL.13.595 AHD
'Issued For Construction' in the
revision description.                Rev    Date      Revision Description                 Drawn
                                                                                                                                                                                                                   [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                   ABN 39 128 805 336                                       23.01.25   OPW APPROVAL                             RL DATUM      PSM 53205                           MEASUREMENT BAR - INCREMENTS IN mm                         19 OF 23             A