20.025 20 Cooran Court_C4 Construction Issue_New Jetty

                                                                                                                                                                                                                                                                                                                                                                                                                       NOTES:




                                                                                            N




                                                                                                                                                                                          241°26'30"
                                                                                                                                                                                                                                                                                                 EXISTING




                                                                          61°27'30"
                                                                           30.578




                                                                                                                                                                                            30.564
                                                                                                                                                                                                                                                                                                RESIDENCE                                                                                                            1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                                                                                                                                                                                                                                                        CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
                                                                                                NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                       2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                       LOT:               229                                                                                                         LOT:     228                                     LOT:                 227
                                                                                                             EXISTING BLOCK
                                                                                                                                                                                                                                                                                                                                                                                                                          THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                       RP:                N21857                                                                                                      RP:      N21857                                  RP:                  N21857                                                                                                                                                                                        "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".




                                                                                                                                                                                                                                                                                      1800
                                                                                                             RETAINING WALL                                                                                                                                        1
                                                                                                                                                      AREA:    615 m²




                                                                                                                                                                                                                                                                                        1
                                                                                                             LOCATED INSIDE EXISTING                                                                                                                             3450




                                                                                                                                                                                                                                                                                                                                                                                               4100
                                                                                                             REVETMENT WALL                                                                                                                                                                                                                                                                                          3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED




                                                                                                                                                                                                                                                                                                                                                                                                3
                                                                                            5000                                                       13626                                                                                                                                                                                                                                                            MARINE GRADE 316.
                                                                                                                                                                                                                                                                                                                   2                                                          3                                         ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                                                                                 8470                                                       8100                                        AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                                                          20.118 331°24'
                                                                                                                                                                                                                                                                                    1550                                                                                                                               4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
                                                                                                                                                                                                                                             PROPOSED WALL                                        B1
                                                                                                                                                                                                                                                                                                                                                                             EXISTING BLOCK                               AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
                                                                                                                                                                                                                                             FOOTINGS CLEAR                                      P1




                                                                                                                                                                                                                                                                                                            P1
                                                                     3000                                                                                                            3000                                                                                                                                               JETTY TO REMAIN                      RETAINING WALL
                                                                                                                                                                                                                                             OF HOUSE
                                                                                                                                                                                                                                                                                                                                        INDEPENDENT OF ALL                   LOCATED INSIDE                          5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
                                                                                                                                                                                                                                             FOOTINGS.




                                                                                                                                                                                                                                                                                    3077
                                                                     1500        1500                              1500                                                              1500         1500                                                                                            J1                                    OTHER STRUCTURES                     PROPERTY BOUNDARY
                                                                                                                                                                                                                                             PROPOSED STAIRS                                                                                                                 AND EXISTING                            6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.




                                                                                                                                                                                                                                                                                                                 ~6999
                                                                                                                                                                                                                                             WITH HAND RAIL                                                                                                                  REVETMENT WALL                             ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                                                                2/B1
                                                                                                                                                                                                                                             BY BUILDER                                                                                                                                                                 CONSTRUCTION WORKS.
                                                                                                                                                                                                                                                                                                P1




                                                                                                                                                                                                                                                                                                            P1
                                                                                                                                                                                                                                                                                                                                        HANDRAIL TO DETAIL.                                                          7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
                                                                                                                                                                                                                                             Eco5000 Ultralife DECKING
                                                                                                                                                                                                                                                                                                                                        RIGID HANDRAIL TO




                                                                                                                                                                                                                                                                                    3077
                                                                                                                                                                                                                                                                                                                                                                                                                        FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                                                                                                                                                                                                                                  J1                                    COMPLY WITH NOOSA
                                                                                                                                                                                                                                                                                                                         30             COUNCIL REGULATIONS.
                                                                                                                                                                                                                                                                                                2/B1                          27
                                               16.0m (T.B.C.)




                                                                                                   10000
                                                                          PROJECTED




                                                                                                                                                                                          PROJECTED
                                                                          BOUNDARY




                                                                                                                                                                                          BOUNDARY
                                                                                                                                                                                                                                                                                                        P1
                                                                                                                                                                                                                                                                                                                                                                                                                       JETTY LOADING CRITERIA:




                                                                                                                                                                                                                    16000
                                                                   AWAA




                                                                                                                                                                                                        AWAA




                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                               B2




                                                                                                                                                                                    WAA
                                                                                      WAA




                                                                                                                                           3050




                                                                                                                                                                                                                                                                                    2746
                                                                                                                                                                                                                                                                                                       J1                                                                                                              JETTY LIVE LOADS:             = 2.0 kPa




                                                                                                                                   1500




                                                                                                                                                                                                                                                                                                                                        1200
                                                                                                                                                                                                                                                                                                            2/B2                                                                                                     MOORED VESSEL (MAX.)
                                                                                                                                                                                                                                                                                                                                                                                                                      LENGTH:                        = 5.0m




                                                                                                                                                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                                 150                        3800                                                                                                      WEIGHT:                        = 1500 Kg.




                                                                                                                                                                                                                                                                                                                                        TYP.
                                                                                                               4100




                                                                                                                                                                                                                                                                                                                                        150
                                                                                                                                                                                                                                                                                 TYP.                                                                                                                                 BERTHING VELOCITY:             = 0.5m / Sec.
                                                                                                              3000 MAX.
                                                                                                           BERTHING WIDTH

                                                                                                                                                                                                                                                                                       JETTY FRAMING PLAN                                                                                                              SCHEDULE OF WALL HEIGHTS
                                                                                                                                                                                                                                                                                       1:100
                                                                                                                                                                                                                                                                                                                                                                                                                       1       - DENOTES RL 1.950 TOP OF WALL HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                       2       - DENOTES RL 2.150 TOP OF WALL HEIGHT
                                                                                                                                            WAA                                                                                                                                        FRAMING SCHEDULE                                                                                                                3       - DENOTES RL 2.300 TOP OF WALL HEIGHT
                                                                                                                                          QUAY LINE
                                                                                                                                                                                                                                                                                       PIERS:
                                                                                                                                                                                                                                                                                           P1 - 200Ø HWD. PIER, H6 TREATED.
                                                                                                                          NOOSA RIVER                                                                                                                                                  BEAMS:
                                                                                                                                                                                                                                                                                           B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                                                           B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
                                                                                                                                                                                                                                                                                       JOISTS:
                                                                                                                                                                                                                                                                                           J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
                                                                                                                                                                                                                                                                                       ALL EXPOSED TIMBER SHALL BE H6 TREATED.

                                                                                                                   JETTY SITE PLAN
                                                                                                                   1:100
                                                                                                                                                                                                                                                                                                                                                    JETTY TO REMAIN
                                                                                                                   LEGEND                                                                                                                                                                                                                           INDEPENDENT OF ALL
                                                                                                                                                                                                                                                                                                                                                    OTHER STRUCTURES
                                                                                                                   WAA      DENOTES PROPOSED WATER ALLOCATION AREA
                                                                                                                            BASED ON EPP/2016/2088.V.5.01 RULES
                                                                                                                                                                                                                               HANDRAIL TO DETAIL.                                                                                                                     TOP OF WALL
                                                                                                                                                                                                                               RIGID HANDRAIL TO                                                                                                                       RL 2.15m AHD AT JETTY
                                                                                                                   AWAA     DENOTES ADJACENT PROPERTY WATER
                                                                                                                                                                                                                               COMPLY WITH NOOSA                                                                                                                       (WALL HEIGHT VARIES)
                                                                                                                            ALLOCATION AREA PRESERVED.
                                                                                                                                                                                                                               COUNCIL REGULATIONS.




                                                                                                                                                                                                                                                                                                                                                                       EXISTING BLOCK
                                                                                                                                 RL 1.30m DECK                                                                                                                                                                                                                         RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                       (LOCATED WITHIN
                                                                                                                                                                                                                                                                                                                                                                       PROPERTY BOUNDARY)
                                                                                                                                 RL 0.68m H.A.T.




                                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                               P1




                                                                                                                                                                                                                                 P1




                                                                                                                                                                                                                                                 P1




                                                                                                                                                                                                                                                                                                                                                                                                                                          P1(b)
                                                                                                                                                                                                                                                                                                                                               P1




                                                                                                                                                                                                                                                                                                                                                                                                                              P1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  P1
                                                                                                                                 RL 0.00m AHD                                                                                                                                                                                                                          STONE PITCHING
                                                                                                                                 (0.42 L.A.T.)
                                                                                                                                                                                                                                                                                                                                                                                                             SEABED
                                                                                                                                                                                     SEABED
                                                                                                                                                                                                   TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                       TYP.
                                                                                                                                                                                                   3000




                                                                                                                                                                                                                                                                                                                                                                                                                       3000
                                                                                                                                                                                                                                      JETTY SIDE ELEVATION                                                                                                                                                                     JETTY RIVER ELEVATION
                                                                                                                                                                                                                                      1:50                                                                                                                                                                                         1:50


© THIS DRAWING IS PROTECTED                                                                                                           ASSOCIATED CONSULTANTS                                                                                                                                                                            PROJECT                                                                         DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
                                           4                    CONSTRUCTION ISSUE                            C4          F.M.
                                                                                                                                                                 LMF PROJECTS
                                                                                                                                                                  LMFPROJECTS.COM.AU
                                                                                                                                                                  [email protected]
                                                                                                                                                                                                                                                             Long View                                                                   HOUSE MODIFICATIONS
                                                                                                                                                                                                                                                                                                                                         20 COORAN COURT, NOOSA HEADS
                                                                                                                                                                                                                                                                                                                                                                                                                           SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                  PO BOX 38, SHERWOOD QLD 4075                                               L               Consulting Engineers
                              REVISIONS




ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
                                           3                    CONSTRUCTION ISSUE                            C3          F.M.                                    0450 603 000
                                                                                                                                                                                                                                                             Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE                     2                    CONSTRUCTION ISSUE                            C2          F.M.                                                                                                               V               Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                                                                                        DRAWN
                                                                                                                                                                                                                                                                                                                                                    S.T.
                                                                                                                                                                                                                                                                                                                                                           CHECKED
                                                                                                                                                                                                                                                                                                                                                                     F.M.
                                                                                                                                                                                                                                                                                                                                                                             APPROVED                 DATE
                                                                                                                                                                                                                                                                                                                                                                                                         01/12/2020
                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE BAR                                DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1:100, 1:50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A1 ORIGINAL
                                                                                                                                                                                                                                                             ABN:      87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS                  1                    CONSTRUCTION ISSUE                            C1          F.M.                                                                                                                               Mobile: 0414 681 676
                                                                                                                                                                                                                                                                                                                                        DESIGNED           CHECKED                                    RPEQ / Cert.      PROJECT NUMBER                           DRAWING NUMBER             REVISION
DESCRIBED AS "CONSTRUCTION                                                                                                                                                                                                                                   Email:    [email protected]
ISSUE".                                    No. DESCRIPTION                                                    REV.        APP.                                                                                                                               Internet: www.longviewconsulting.com.au                                                F.M.             F.M.                                      19951                        20.025                                S03                  C4