Appendix C - Amended Engineering Plans

DocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03




                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                    LEGEND
                        3                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED STAGE BOUNDARY
                     RP169814                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED SANITARY SERVICES




                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                  S              S         EXISTING SEWERAGE
       SANITARY SERVICE TO BE
       CONSTRUCTED AS PART OF                                                                                                                                                                                                                                                                                                                                                                                                    UGE            UGE        UNDERGROUND ELECTRICITY
       STAGE 4 & 5 WORKS, REFER




                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                 W               W         WATER SUPPLY
       TO DRG 4500 FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                        M.S.               PROPOSED MAINTENANCE SHAFT
                                                                                                                                                                                                                                                                                                                                                                                                                                        R.E.               PROPOSED RODDING END TO SURFACE




                                                                        AD
                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALLOTMENT CONTROL POINT




                                                                      RO
                                                                                                                                                                                                                                                                                                                                                                                                                                       105.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                           FINISHED SURFACE LEVEL




                                                                     OP
                                                                  LO
                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                    NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                    1. ALL IOs AND COs ARE TO BE TAKEN TO SURFACE LEVEL OR AS REQUIRED BY




                                                                                                                                       L OOP R




                                                                                     CARAVA
                                                                                                                                                                                                                                                                                                          IL 9
                                                                                                                                                                                                                                                                                                                                                                                                                       THE LOCAL AUTHORITY.




                                                                                            NA
                                                                                                                                                                                                                                                                                                                  9




                                                                                                                                         OAD
                                                                                                                                                                                                                                                                                                                                                                                                                    2. ALL VPs TO TERMINATE IN ACCORDANCE WITH AS 3500




                                                                                                                                                                                                                                                                                                              7.93 S
                                                                                                                                                                                                                                                                                                                                                                                                                    3. CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE LEVELS AND COVER




                                                                                         ISLE
                                                                                                                                                                                                                                                                                                                                                                                                                       OVER DRAINAGE LINES ARE CORRECT AND OBTAINABLE BEFORE
                                                                                                                                                                                                                                                                                                                                                                                                                       COMMENCEMENT AS INVERT LEVELS SHOWN ARE A GUIDE ONLY.




                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                    4. PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL LIAISE
                                                                                                                                                                                                                                                                                                                                                                                                                       DIRECTLY WITH THE APPROPRIATE AUTHORITIES AND SHALL ASCERTAIN THE
                                                                                                                                                                                                                                                                                                                                                                                                                       EXACT POSITIONS OF ALL SERVICES. THE CONTRACTOR SHALL NOT WORK




                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                        LOT 101                                                                                                                                                                                        NEAR THESE SERVICES WITHOUT THE PERSONAL SUPERVISION OR THE
                                    CARETAKERS                                                                                                                                                                                                                                                                                                                                                                         WRITTEN PERMISSION OF THE RELEVANT AUTHORITIES.
                                                                                                                                                                                                                       SP287641
                                       UNIT                                                                                                                                                                                                                                                                                                                                                                         5. CONTRACTOR TO COMPLY WITH THE WORKPLACE HEALTH AND SAFETY ACT,




                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                       ALL ASSOCIATED SECTIONS AND CODES & ENVIRONMENTAL HERITAGE ACT.




                                                    LOOP R
                                                                                                                                                                                                                                                                                                                                                                                                                    6. CONTRACTOR SHALL ENSURE THAT ALL PLUMBING AND DRAINAGE WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                       COMPLY WITH AS / NZS 3500 (ALL SECTIONS), PLUMBING AND DRAINAGE ACT




                                                                                                                                                                                                                                                                                                                                              S




                                                           OAD
                                                                                                                                                                                                                                                                                                                                                                                                                       2002 AND COUNCIL APPROVED DRAWINGS. COUNCIL APPROVED DRAWINGS ARE
                                                                                                                                                                                                                                                                                                                                                                                                                       ONLY VALID FOR TWO YEARS FROM DATE OF APPROVAL. IF WORK HAS NOT
                                                                                                                                                                                                                                                                                                                                                                                                                       COMMENCED WITH IN THIS TIME FRAME DRAWINGS WILL HAVE TO BE REVISED




                                                                                                                                                                                                                                                                                                                                                        EX S
                                                                                                                                                                                                                                                                                                                                                                                                                       TO COMPLY WITH CODE CHANGES AND RESUBMITTED FOR APPROVAL.




                                                                                                                                                                                                                                                                                                                                                          IST
                                                                                     LOOP ROAD



                                                                                                                                                                                                                                                                                                                                                              .D
                                                                                                                                                                                                                                                                                                                                                                                                                    7. ALL PIPEWORK SHALL COMPLY WITH ACOUSTIC REQUIREMENTS OF



                                                                                                                                                                                                                                                                                                                                                               N16
                                                                                                                                                                                                                                                                                                                                                                                                                       BCA/NATIONAL CONSTRUCTION CODE.

                                                                                                                                                                                                                                                                                                                                                                0 PS
                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                           STAGE 3
                                                                                                                                                                                                                                                                                                                                  101.750
                                                                                                                                                                                                                                                                                                                                                                                                                                         FIXTURE UNIT LOADING CALCULATION
                                                                                                                                                                                                                                                                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FIXTURE UNIT    FIXTURE UNIT
                                                                                                                                                                                                                                                                               101.610                                                                                                                                STAGE                      #UNITS       BEDROOMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RATING      LOADING TOTAL
                                                                                                                                                                                                                                                                                                        [email protected]% MIN                                                                                                     3                  5                 2                    24         120.0
                                                                                                                                                                                                                                                                                                                                                                              S




                                                                                                                                                                                                             101.500                                                                                                                                                                                                         3            BOWLING GREEN          NA                    21          21.0
                                                                                                                                                                                                                                                                                                                       217
                                                                                                                                                                                                                                                                                                                                                                                                                       TOTAL                                                                      141.0
                                                                                                                                                                                                                                                                   218
                                                                                                                                                                                                                                                                                                                                                                                       S




                                                                                                                                                                                                                                                                                                            7.00m
                                                                                                                                                                                                                            219                                                                                                         E
                                                                                                                                                                                                                                                      4.48m                1
                                                                                                                                                                                                                                                                                                                              0.50m




                                                                                                                                                                                                                                        7.00m                                                                                           13
                                                                                                                                                                                                                                                                           13                                                          R.E.
                                                                                                                                                                                                                                                                                                                                                                                               S




                                                                                                                                                                                                        [email protected]% MIN                                                                                               2
                                                                                                                                                                                                                                                                          R.E.                                IL 100.86




                                                                                                                                                                                                                                                           1.00m




                                                                                                                                                                                LOOP
                                                                                                                                                                                                                             E                                                                                                                                                                                                              NOTE:
                                                                                                                                                                                                                             14                                                                                                                                                                                                                ALL HOUSE DRAINAGE TO BE 100 DIA UPVC
                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                                                                                                                                                                      S




                                                                                                                                                                                                                            R.E.        IL 100.73                                                                                                                                                                                              CLASS DWV ON MINIMUM GRADE 1:60




                                                                                                                                                                                 ROAD
                                                                                                                                                                                                                                    LE CT                                                                                                         101.705
                                                                                                                                                                                                                             PINNAC                                                                          [email protected]% MIN
                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                            12
                                                                                                                                                                                                                                                           IL 99.409                        M.S.
                                                      BOWLING GREEN
                                                                                                                                                                                                                                                                                                                                                                                                            S




                                                                                                                                                                                                                                                                                    1.00m




                                                                                                                                                                                                                                                              1.00m
                                                                                                                                                                                                                                                                                                                216




                                                                                                                                                 BOWLING GREEN ACCESS
                                                                                                                   E                                                                                                                                                                                                                                                                           S

                                                                                                                   12                       0                                                                                                                                                                              [email protected]% MIN                                                          PE
                                                                                                                                   IL 100.08                                                                     [email protected]% MIN                                                                                                                                                               60
                                                                                                                           R.E.                                                                                                                 215                                                                                                                                           N1
                                                                                                                                                                                                                                                                                                                                                                                S        .D
                                                                                                                                                                                                                                                                                             2                                  1                                                     IST
                                                                                                                                                                                                                                                                                                                                                                                    EX
                                                                                                                                                                                                                                                                                            12                                 12
                                                                                                                                                                                                                                                                            1.00m




                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                        101.600                                             R.E.                           45° BEND
                                                                                                                                                                                                                                                                                                                                  IL




                                                                                                                                                                                                                                                                                                                                                         24
                                                                                                                                                                                                                                                                                                                                      99




                                                                                                                                                                                                                                                                                                                                                  S  8.6
                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                      .08




                                                                                                                                                                                                                                                                                                                                              IL
                                                                                                                                                                                                                                                                                                                                        4




                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                  S                   S                         S
                                                                                                                                                                                                                                                                                                                                                                                       TR
                                                                                                                                                                                                                                                                                                                                                5                                         AD
                                                                                                                                                                                                                                                                                                                                                1                                            IN           GP
                                                                                                                        BBQ AREA                                                                                                                       CONNECT TO EXISTING DN150                                                            SL 102.084
                                                                                                                                                                        EXISTING CLUB HOUSE                                                                                                                                                                                                                 OS
                                                                                                                                                                                                                                                                                                                                        S




                                                                                                                                                                                  DECK
                                                                                                                                                                                                                                                       PROPERTY CONNECTION STUB                                                                                                                               TR
                                                                                                                                                                                                                                                                                                                                                                                                                   OA
                                                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                                                                                                                                                           TRADING POST RD
                                                                                                                                                                                                                                                                                                                                       S




                                                                 EXISTING STAGE 1                                                                                                                                                                      EXISTING STAGE 2




           SPA
                                                                                                                                                                                                                                                                                                                                                                                                                                                              N.S.C. REF NO. MCU15/0111 & REC15/0031
                                                                                                      DRAWN    STATUS                                                                    SCALE                                                    CLIENT                                                                                                                                                        PROJECT                                                DRAWING TITLE
REVISION          DATE   ISSUE DETAILS                                          DRAWN       DESIGN
   A             21.12.16 ORIGINAL ISSUE                                            HT           BF                                                                                                                                                        PALM LAKE WORKS PTY LTD                                                                                                                                       PALM LAKE RESORT                                            SANITARY SERVICES
   1             06.04.17 ISSUED FOR CONSTRUCTION                                   BF           BF
                                                                                                                              FOR CONSTRUCTION
                                                                                                                                                                                            1:250   5        0          5          10    A1                                                                                                                                                                                    STAGE 3                                                   SITE PLAN
                                                                                                      DESIGN   APPROVED                                                                     1:500                                        A3                                                                                                                                                                        19 TRADING POST ROAD - COOROY
                                                                                                               ANDREW McPHAIL                                       RPEQ 6921                                                                                                                                                                                                                                                                                          PROJECT No.            DRAWING No.    REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       16-003302                    3500        1
                                                                                                               FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD                                                                                                                                                                          C 2015                 www.calibreconsulting.co                     CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.