Attachment 6 - UnityWater Concurrence Agency Referral

                                                                                                                                                                                                             ELEVATION NOTES:
                                                                                                                                                                                                             REDUCED LEVELS AHD HAVE BEEN DERIVED FROM UNITY WATER MAINTENANCE ACCESS HOLE SURFACE LEVEL
        N.W CORNER BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                 N.E CORNER BOUNDARY
                                                                                                                                                                                                             TRANSPOSED FROM THE BUILDERS ON SITE MEASUREMENTS RELATIVE FROM THE EXISTING POOL SHELL SURFACE LEVEL.
                                                                                                                                                                                                             ALL SITE LEVELS MUST BE VERIFIED BY TOPOGAPHIC DETAIL SURVEY PRIOR TO EXCAVATIONS.




                                                                                                                  LINE OF EXTENSION




                                                                                                                                                                    LINE OF HOUSE G.L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         END OFF WALL
                                                                                                                                                                                                                                                                                                                                                    SECTION D-D
                                               SECTION A-A




                                                                                                                                                    SECTION B-B




                                                                                                                                                                                                                                                             SECTION C-C
                                                                   TOW:26.75                                                                                                                                                                                                POOL COPING DATUM ~RL:26.75
                                                                                                                                        TOW:26.55                                                                                                                                                                                                                                                                                                                           TOW:26.55
                                                                                                                                                                                                    TOW:26.35                                                                                                                                                                                                                                        TOW:26.35
                                                                                                                                                                                                                                                                              TOW:26.15                                                                                                                                               TOW:26.15
                                                                 1600HT RW                   1800HT RW                                                                                                                                                                                                                                       TOW:25.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1600HT RW
                                                                                                                                        2400HT RW                                                                        2400HT RW
                                  SL:25.23                                                                                                                                                                                                                                                                                                                                                                                                                                         SL:25.23
                                                                             NSL.                                                                                                                                                                                                                                                2400HT RW                                                                                             2400HT RW
                                                                                                                                      NSL.
                                                                                                                                                                  SL:24.20                              NSL.                                                               SL:24.00              NSL.                                                                                                                                            NSL.
                                                                                                                                                                                                                                                                                                                                   NSL.                           SL:23.55
    S                         S              IL:23.35                                                                                                                                                                                                                                                                                                                                 NSL.                                            SL:23.58
                                         S                   S       S         S
                                                                   EXISTING Ø160 PE S     S
                                                                                                                                                                                                                                                                                                                                                                                                                       SL:23.25
 UNITY WATER                                                                       -100 SEWER LINES                            S
                                                                                                                                                        IL:22.54
                                                                                                               APPROX 2.3mSIN                       S
                                                                                                                                               SIDE PROPERTY
                                                                                                                                                           S     S
 MAINTENANCE HOLE                                                                                                                                             BOUNDARY.
                                                                                                                                                                        S                                            S           S           S                             IL:22.13
 ASSET: 2665943
                                                                                                                                                                                                                                                         S                     S         S          S      S
 S.L: 25.23m                                                                                                                                                                                                                                                                                                      S         S         S         S
                                                                                                                                                                                                                                                                                                                                                                  IL:21.35
 I.L: 23.35m                                                                                                                                                                                                                                                                                                                                                  S                   S    S                                                                                     UNITY WATER
                                                                                                                                                                                                                                                                                                                                                                                             S                          S                 IL:21.30                           DOWNSTREAM
                                                                                                                                                                    BOUNDARY RETAINING WALL ELEVATION1:100 @ A3
                                                                                                                                                                                                                                                                                                                                                                                                                                  S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MAINTENANCE HOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ASSET: 2665928
                                                                                                                                                                    ALL DIMENSIONS AND REDUCED LEVELS MUST BE VERIFIED ON-SITE PRIOR TO EXCAVATIONS.                                                                                                                                                                                                                         D.S IL: 18.70m



                                                        TOW: 26.75                                                                                                                                                                                                                                                                                                                                                                                   2700 CL.
                                                                                                                                             TOW: 26.55                                                                                              TOW: 26.35
                                                                             BOUNDARY




                                                                                                                                                                                BOUNDARY




                                                                                                                                                                                                                                                                                      BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                  BOUNDARY
                                                                                                                                                                                                                                                                                                                                     TOW: 25.95
                                                                                                                                                                                                                                                                                                                                                                                                                                          PRECAST 150 THICK R.C
                                               2000 T.B.C                                                                                                                                                                                                                                                                                                                                                                                      WALL PANEL
                                                                                                                                                                                                                                                                                                                                                                                                                                             REFER SHEET 04.


                                                                 RW1               SL:25.0

                                                                                                                                      2300 T.B.C                                                                                           2300 T.B.C                                                                           2300 T.B.C                                                                                                PRECAST 150 THICK R.C
                                                                                                                                                                                                                                                                                                                                                                                                                                               WALL PANEL
                                                                                   Ø450 BORED PIERS                                                                                                                                                                                                                                                                                                                                          REFER SHEET O4.
                                                                                                                                               RW2                                  SL:24.20                                                           RW2                             SL:24.0                                                                                                             RW3                                                                     RW3
                                                                                                                                                                                                                                                                                                                                                                                                                                         BRIDGING FOOTING FB1
                                                                                                                                                                                                                                                                                                                                          RW2                      SL:23.55
                                                                                                                                                                                                                                                                                                                                                                                                                                            1000                1000
                                                   45°




    SEWER                                                                                                                                                                                                                                                                                                                                                                                                                                   MIN                 MIN
                                    I.L:23.3                                                                                                                                            Ø600 BORED PIERS                                                                                Ø600 BORED PIERS


                                                                                                                                                                                                                                                                                                                      Ø600 BORED PIERS
                                                                                                                                      45°




                                                                                                                                                                                                                                           45°




                                                                                                SEWER                                                                                                      SEWER                                                                                                                                                                                                                       Ø600 BORED PIERS
                                                                                                              I.L:22.54                                                                                                     I.L:22.13

                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEWER




                                                                                                                                                                                                                                                                                                                            45°
                                                                                                                                                                                                                                                                                                        SEWER                                                                                                                               I.L:21.20
                                                                                                                                                                                                                                                                                                                I.L:21.35


                                               SECTION                             A                                                         SECTION                                     B                                                       SECTION                                C                                            SECTION                                 D                                                         ELEVATION 1
                                               SCALE 1:50 @A3                      02                                                        SCALE 1:50 @A3                              02                                                      SCALE 1:50 @A3                         02                                           SCALE 1:50 @A3                          02                                                        SCALE 1:50 @A3                  02

                                                                                                                                                                                                                                                                                                          StructuraLinc Consulting Engineers PROPOSED BOUNDARY RETAINING WALL & LANDSCAPING PROJECT No:
REV DATE                                DESCRIPTION                                                  BY CHKD DRAWING DETAILS                                                                         DRAWING SCALE uno                                                                                    Lincoln Roberts - CPEng, NER, RPEQ 17393 AT: 10 SURFSIDE COURT, SUNSHINE BEACH        24-29
A       04-10-2024 FOR CONSTRUCTION                                                                      LR      KA                   DESIGN         LR                                                                                                                                                                                                           FOR: MR CHARLES MORT                                                                                           3 of 4
                                                                                                                                                                                                                                                                                                          www.structuralinc.com
                                                                                                                                      DRAWN          LR                                                                                                                                                   ph:  0478 009468
                                                                                                                                      CHECK BY       KA                                                                                                                                                                                                           DRAWING TITLE:                                                                                              DWG No: REV
                                                                                                                                                                                                                                                                                                          e:   [email protected]
                                                                                                                                      DATE         OCT 2024                                                                                                                                                                                                       BOUNDARY RETAINING WALL ELEVATION &                                                                              03                   A
                                                                                                                                       FOR CONSTRUCTION
                                                                                                                                                                                           This drawing is not to be copied or amended without written permission
                                                                                                                                                                                           from StructuraLinc Consulting Engineers
                                                                                                                                                                                                                                                                                                                                                                  RETAINING WALL SECTION DETAILS.