Appendix D - Engineering Assessment · OPW26/0090

            STRUCTURE ID                                  1/1                                              2/1                          3/1                                                   4/1




                                                                                                                                                                                             MAINTENANCE SHAFT
 MH/MH TYPE




                                                                                                           Bend Only




                                                                                                                                       Bend Only




                                                                                                                                                                                             TYPE G-1
                                                                                                           Bends




                                                                                                                                       Bends
 DROP THROUGH STRUCTURE




                                                                                                           -0.000




                                                                                                                                       0.000
 MH/MS COVER TYPE                                                                                                                                                                                     B

 BRANCH DROP TYPE                                            X

 BRANCH LINE NUMBER

 PROPERTY CONNECTION TYPE                                                                                                                                                                             A




                                                                                                                                                                                                    LOT 1 IL 109.30 CH 42.01
                       CHAMBER. REFER SEQ-SEW-1303-1.
                       0.89 TYPE 'X' INTERNAL DROP INTO



                                                               LINE 2/EX ENTERS DN150 IL 107.740




          PIPE DETAILS            DN150 PVC                                                                                DN150 PVC                          DN150 PVC
          GRADE (1 IN X)             1:60.0                                                                                  1:60.0                             1:60.0
          DATUM RL 104.265 mAHD RL 105.125 mAHD

 EMBEDMENT TYPE
                                                                     2.173 108.600




                                                                                                           2.192 108.616




                                                                                                                                       2.221 108.652




                                                                                                                                                                                             2.157 109.300




 INVERT LEVEL
                                                                                                           2.193




 DEPTH TO INVERT
 FROM FINISHED LEVEL
                                                          (110.774)
                                                            110.774




                                                                                                             110.808
                                                                                                           (110.808)




                                                                                                                                         110.873
                                                                                                                                       (110.873)




                                                                                                                                                                                               111.457
                                                                                                                                                                                             (111.457)




 FINISHED (AND EXISTING)
 SURFACE LEVEL
                                                          N:7077091.85




                                                                                                           N:7077090.92




                                                                                                                                       N:7077088.77




                                                                                                                                                                                             N:7077056.06
                                                          E:490871.30




                                                                                                           E:490871.46




                                                                                                                                       E:490871.03




                                                                                                                                                                                             E:490850.02




 SETOUT COORDINATES


                                                                                                                                                                                                                                                                                                                                                                                       ALL LIVE WORKS ASSOCIATED WITH THE WATER OR
                                                                                                                                                                                             42.01




 CHAINAGE
                                                                     0.00




                                                                                                           0.94




                                                                                                                                       3.13




                                                                                                                                                                                                                                                                                                                                                                                       SEWER NETWORK SHALL BE CARRIED OUT AT THE
                                                                                                   0.94                      2.19                                  38.88                                                                                                                                                                                                               DEVELOPER'S COST BY QUOTATION REQUEST TO UW
                                                               LINE 1                                                                                                                                                                                                                                                                                                                  PRIVATE WORKS ONLY.
                                                               1:200H 1:50V
REV:DESCRIPTION:                                                                                          DATE                      DRAFT CHECKED APPROVEDAPPROVED BY:                                                                                                                                              CLIENT:                       PROJECT:                            DRAWING TITLE:
                                                                                                                                                                                                                                                                                   0       1.5         3
01   ISSUED FOR INFORMATION                                                                                15.06.26                    JCD             MVI   MVI                                                                                                                                                    DANYA COOK TOWN PLANNING RECONFIGURING A LOT                      SEWER LONGITUDINAL SECTIONS
                                                                                                                                                                                                                                                                            1:50                           Meters
                                                                                                                                                                                   13469
                                                                                                                                                                                                                                                                                                                                                  28 OVERLANDER AVENUE                                                    A1 ORIGINAL
                                                                                                                                                                                                                                                               1:200
                                                                                                                                                                                                                                                                                   0       6          12
                                                                                                                                                                                                                                                                                                                                                                                               PROJECT            NUMBER:
                                                                                                                                                                           Signed:                                                                                                                      Meters                                    COOROY 4563                                                26022        SIZE
                                                                                                                                                                                                                                 Sunshine Coast Civil Engineers
                                                                                                                                                                                                                                                              Copyright in the drawings, information and data recorded in this document is the property of Sunshine Coast Civil Engineers Pty Ltd. This document and
                                                                                                                                                                                                                                                                                                                                                                                               DRAWING
                                                                                                                                                                                                                                                              the information are solely for the use of the authorized recipient and this document may not be used, copied, or reproduced in whole                 NUMBER: REVISION:
                                                                                                                                                                                                                                                                                                                                                                                                    or in part for any
                                                                                                                                                                           Date:15/06/2026                                     www.sunshinecoastcivilengineers.com
                                                                                                                                                                                                                                                              purpose than that for which it was supplied by Sunshine Coast Civil Engineers Pty Ltd. This document shall only be used for construction if stamped
                                                                                                                                                                                                                                                              approved for construction.                                                                                                                      C003 and         01