2211-31930 SRA - Approved Plans and Documents

                                                                                                                                                                                        24.0m 88° 46'




                                                                                                                                                                                                        EXISTING MARINA JETTY STRUCTURE




                                                                                                                                                                                        LOT 164
                                                                                                                                                                                        CP 907410




                                                                                                          41.5m 358° 46'




                                                                                                                                                                                                                                                          38.0m 178° 46'
                                                                                                                                                                                                                                                          LOT BOUNDARY




                                                                                                                                                                                                                                                                                   NOOSA RIVER
                                                                  NOOSA RIVER
                                                                                                                                                                                                                          LOCATION OF MAKE-SAFE TOPPING
                                                                                                                                                                    EXISTING BOAT SHED STRUCTURE                          SLAB TO RECTIFY LEVELS OF
                                                                                                                                                                                                                          EXISTING JETTY RAMP




                                                                                                                                                                                                                                      LOCATION OF REVETMENT WALL
                                                                         NO WORKS TO EXISTING REVETMENT                                                                                                                               RECTIFICATION WORKS
                                                                         WALL ON WESTERN SIDE SITE                              TIDAL BOUNDARY

                                                                                                                                                                     AREA OF PROPOSED
                                                                                                                                                                     SUBGRADE STABILIZATION                                                                    LOCATION OF EXISTING
                                                                                                                                                                                                                                                               ABANDONED BOATRAMP

                                                                                                                                                                                                14.0m 268° 46'     AREA OF DANGEROUS                                                  EXISTING COASTAL
                                                                                                                                                                                                                   RETAINED BACK-FILL                                                 SHE-OAKS ADJACENT
                                                                                                                                                                                                                                                                                      TO WORKS SITE
                                                                                                                                                                                                                     GRASSED AREA

                                                                                                                                                                                                                                                                                                       TIDAL BOUNDARY
                                                                                                                                                                             178° 46'




                                                                                                                                              AREA OF PROPOSED
                                                                                                                                              SUBGRADE STABILIZATION
                                                                                                                                                                                                                 PAVED PATHWAY AREA
                                                                                                                                                                             8.0m
                                                                                                                           6.3 3°
                                                                                                                              65 46'
                                                                                                                              31

                                                                                                                                m




                                                                                                                                                                                              The revetment wall reconstruction
                                                                                                                                                         5.5m                                 and stabilisation of eroded backfill
                                                                                                                                                         268° 46'
                                                                                                                                                                                              and foreshore terrace subgrade
                                                                                                                                                                                              soils in accordance with Condition 1                                                          APEX PARK
                                                                                                                                       SITE PLAN
                                                                                                                                       SCALE 1 : 100                                          of referral agency response
                                                                                                                                                                                              2211-31930 SRA                                                                                                                                                                      1m   0     1000    2000   3000   4000

                                          NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                           1 :100



© THIS DRAWING IS PROTECTED                                                                 ASSOCIATED CONSULTANTS                                                                                                                                                         PROJECT                                                        DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
                                                                                                                                                                                                                                                                           CATALINA JETTY REVETMENT                                       SITE AND GENERAL ARRANGEMENT PLAN
VIEW CONSULTING ENGINEERS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                                                                                                           172 GYMPIE TERRACE, NOOSAVILLE
NAMED HEREIN. EXCLUSIVE
                              REVISIONS




USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                                                                                                                                                                                                                                                DRAWN             CHECKED         APPROVED   DATE              SCALE BAR                 DRAWING SCALES                    DRAWING SIZE
NOT BE CONSTRUCTED UNLESS                 2   INFORMATION ISSUE          P2       FJM       CLIENT                                                                                                                                                                                    FJM              FJM                     MAY 2022                                                    1 : 100          A1 ORIGINAL
DESCRIBED AS "CONSTRUCTION
ISSUE".                                   1   INFORMATION ISSUE          P1       FJM       NOOSA JETTY SERVICES                                                                                                                                                           DESIGNED          CHECKED                    RPEQ / Cert.      PROJECT NUMBER            DRAWING NUMBER                    REVISION
                                          No. DESCRIPTION                REV.     APP.                                                                                                                                                                                                FJM              FJM                       19951                     21.024                      S010                          P2