ADAMS+SPARKES Town Planning Report

      LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
                           SITE BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                                                      COLOUR SEPARATION FOR GREATER CLARITY. WORKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
                           EXISTING PROPERTY BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                                         THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
              XX.XX        DESIGN CONTOURS (AT 0.25m INTERVALS)                                                                                                                                                                                                                                                                                                                                                                                                                                               HAVE THE CORRECT PRESENTATION AND SHOULD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
              XX.XX        EXISTING CONTOURS (AT 0.25m INTERVALS)
                           EXISTING KERB
                           EXISTING SEWERAGE
                           EXISTING TELSTRA
                           EXISTING WATER                                                                                                                                                                                                                                                                                                                                                                                                                                            PP
                           EXISTING TELSTRA
                           PROPOSED BUILDING OVER LINE
                           PROPOSED ROOFWATER
                           PROPOSED STORMWATER

                           PROPOSED STORMWATER PIT                                                               5
                                                                                                               RP81559
                           POST DEVELOPMENT CATCHMENT BOUNDARY
                           PROPOSED CATCHMENT FLOW DIRECTION



              C1           CATCHMENT LABEL

                                                                                                                                                                                              C1 IS CAPTURED VIA A SERIES OF                                                                                     C2 DRAINS AS SHEET FLOW BEFORE
                                                                                                                                               S                                              GUTTERS AND DOWNPIPES BEFORE                                                                                       BEING CAPTURED BY THE INTERNAL
                           PROPOSED BUILDING BY OTHERS                                                                                                                                        BEING CONVEYED TO THE INTERNAL                                    CP                                               DRAINAGE NETWORK AND FINALLY
                                                                                                                                                                                              DRAINAGE NETWORK AND FINALLY                                 GTP492                                                OUTLETTING TO THE KERB AND
                                                                                                                                                                                              OUTLETTING TO THE KERB AND                                                                                         CHANNEL ON EDWARD STREET.
                                                                                                                                                                                              CHANNEL ON EDWARD STREET.
                           CONCRETE PAVEMENT EXTENT



                           PROPOSED LANDSCAPING AREA
                                                                                                                                                                                                                                                                                                                                                                                                                     1.70


                           PROPOSED CONCRETE FOOTPATH




                                                                                                                                                                                                                                                                                                                                                                                           2.10
                                                                                                                                                                                                                                                                                                                                                               2.30

                                                                                                                                                                                                                                                                                                                                                                             2.20



                                                                                                                                                                                                                                                                                                                                                                                                         2.00

                                                                                                                                                                                                                                                                                                                                                                                                                   1.90

                                                                                                                                                                                                                                                                                                                                                                                                                             1.80

                                                                                                                                                                                                                                                                                                                                                                                                                                         1.70
                                                                                                                                                                                1.70
                                                                                                                                                                                          0
                                                                                                                                                                                       1.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EDWARD STREET
                                                                                                                                                                                                                                                                                                                                                                                                                     1.60


                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                          1.6




                                                                                                                                                                                                                                                                                                                                                                                    2.10

                                                                                                                                                                                                                                                                                                                                                                                                  2.00
                                                                                                                                                                                                                                                                                                                                              2.50

                                                                                                                                                                                                                                                                                                                                                     2.40

                                                                                                                                                                                                                                                                                                                                                            2.30

                                                                                                                                                                                                                                                                                                                                                                      2.20




                                                                                                                                                                                                                                                                                                                                                                                                                      1.80

                                                                                                                                                                                                                                                                                                                                                                                                                                  1.70
                                                                                                                                                                                                                                                                                                                                                                                                            1.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                1.60



                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.50
                                                                                                                                                        1.8
                                                                                                                                                            0             PROPOSED POOL
                                                                                                                                                                                                                                                             C1




                                                                                                                                                                                                                                                                                                                                                                                                            1.70
                                                                                                                   CP                              C3                                                                                                              6




                                                                                                                                                                                                                                                                                                                                                                   1.70
                                                                                                                                                                              1.80
                                                                                                                GTP 1838                                                                                                                                RP112875
                                                                                                                                                                                                                                                                                                                                                                                            C2
                                                                                                                                                                          PROPOSED POOL




                                                                                                                                                                                                                                                                                                                                1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                WM
                                                                                                                                                                                                                                                                                                                                                                                            1.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.50
                                                                                                                                                                                                                       1.70




                                                                                                                                                                                                          1.70




                                                                                                                                                                                                                                                                                                                                                                          2.20
                                                                                                                                                                                                                                                                                                                                                                                     2.10

                                                                                                                                                                                                                                                                                                                                                                                                  2.00
                                                                                                                                                                                                                                                                                                                                                               2.30




                                                                                                                                                                                                                                                                                                                                                                                                            1.90
                                                                                                                                                                                                                                                                                                                                                                                                                     1.80


                                                                                                                                                                                                                                                                                                                                                                                                                                         1.60
                                                                                                                                                                                                                                                                                                                                                                                                                             1.70
                                                                                                                                                                                                                                                                   5                                             C3 DRAINS AS SHEET FLOW BEFORE
                                                                                                                                                                                                                                                         SP268656                                                BEING CAPTURED BY THE INTERNAL
                                                                                                                                                                                                                                                                                                                 DRAINAGE NETWORK AND FINALLY
                                                                                                                                                                                                                                                                                                                 OUTLETTING TO THE KERB AND
                                                                                                                                                                                                                                                                                                                 CHANNEL ON EDWARD STREET.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONSTRUCTION NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONJUNCTION WITH GENERAL NOTES ON DRG No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                C001 WHICH IS TO BE REQUESTED AND VIEWED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOT SUPPLIED.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PRELIMINARY
                                                                                                NORTH POINT:             ARCHITECT:                             CLIENT:                                                                                                                                                                SCALE BARS:                                                                                                     PROJECT:                           DRAWING TITLE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED DEVELOPMENT              STORMWATER DRAINAGE                                        7508
                                                                                                                                      ICON BUILDING                          THE PROPERTY                                                                                                                                                 0                   2                                    4                                6m                    25 EDWARD STREET,               POST DEVELOPMENT                                 JOB No.
                                                                                                                                         DESIGN                                  CLINIC
                                                                                                                                                                                                                                                                                    Unit 5B/85 Hudson Road
                                                                                                                                                                                                                                                                                       Albion, QLD 4010                                                     SCALE 1:100 @ A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSAVILLE, QLD, 4566.           CATCHMENT LAYOUT PLAN
01     PRELIMINARY ISSUE                                          13.06.17    IE
                                                                                                                                                                                                                                    ABN 82 115 498 023
                                                                                                                                                                                                                               E-mail: [email protected]                          Phone: 3857 7868
                                                                                                                                                                                                                                                                                         Fax: 3262 7359                                                                                                                                                                                   DESIGNED:        APPROVED:            RPEQ No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C405           01
                                                                                                                                                                                                                               C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV    DESCRIPTION                                                  DATE     DRAWN   APPROVED                                                                                                                                                                                                                                                                                                                                                                                             IERNST                                               DWG. No.     REVISION