1443 - Civil Rev C · OPW20/0127

                                                                                                                     1.2m HIGH POOL FENCE
                                                                                                                       WITH 300 x 900 FLAPS.
                                                                                                                 FENCE TO BE INSTALLED IN
                                                                                                            ACCORDANCE WITH FIGURE 2 & 3
                                                                                                           BY SLR CONSULTING. FLAPS MUST
                                                                                                                                                                                                                                                                                                                           EXISTING VEGETATION
                                                                                                                REST ON A LEVEL CONCRETE
                                                                                                                                                                                                                                                                                                                           TO REMAIN
                                                                                                                                      APRON
                                                                                                                                                                                                                                         DRIVEWAY MIN
                                                                                                                                                                                                                                         LEVEL RL13.80


                                                                                                                 EXCAVATE TO SUIT NEW RCBC
                                                                                                                         LEVEL (IF REQUIRED);                                                                                                                                                                                                                         NOTE:




                                                                                                                                                                                               1.2m
                                                                                                                                                                                        0.3m
                                                                                                                 PROVIDE RIP-RAP PROTECTION                                                                                                                                                                                                                           · EXISTING WATER SERVICE IN
                                                                                                                                                                                                                    1.2m                           1.2m
                                                                                                                 WITH GEOFABRIC PROTECTION                                                                                                                                                                                                                               CONDUITS TO BE LOWERED.
                                                                                                                                      UNDER                                                                                                                                                                                                                              CLEARANCE BETWEEN CULVERT
                                                                                                                                                                                                                                                                                                                                            BOTTOM OF                   BASE AND TOP OF PIPE 150mm
                                                                                                                                                                                                                                                                                                                  TOP OF BANK               BANK RL13.138               MIN




                                                                                                                                                              0.25
                                                                                                                                                                                                                                                                                                                  RL13.237                                            · ELECTRICITY SERVICE TO BE




                                                                                                                                                                                                                                                                                          0.57m
                                                                                                                                                                                                                                                      0.18
                                                                                                                                                                                                                                                                                                                                                                         CLEAR 500mm MIN FROM




                                                                                                                                                                                               0.3
                                                                                                                                                                                                          USIL13.25                                     USIL13.23                                                                           NATURAL SURFACE              WATER SERVICE CONDUIT
                                                                                                                                                                                                                                                                                                                                                                      ·  TELECOMMUNICATION SERVICE
                                                                                                                                                                                                                                                                                                                                                                         TO BE CLEAR 300mm MIN FROM
                                                                                                                                                                                                              100 MIN                                                                                    PROVIDE RIP-RAP PROTECTION
                                                                                                                                                                                                                                                                     EXISTING WATER                                                                                      WATER SERVICE CONDUIT
                                                                                                                                                                                                                                                                                                        WITH GEOFABRIC PROTECTION
                                                                                                                                                                                                                                                                     SERVICE OL13.107 TO BE             UNDER
                                                                                                                                                                                          PROPOSED 5/600 x 300                                                       LOWERED - SEE NOTE
                                                                                                                                                                                                        RCBC
                                                                                                                                                                                                                           EXISTING TELSTRA
                                                                                                                                                                                                                                    OL12.719                          EXISTING ELECTRICITY
                                                                                                                                                                                                                                                                      OL 12.611


                                                                                                                                                                                                                   A
                                                                                                                                                                                                                   A           SECTION A
                                                                                                                                                                                                                  EW01
                                                                                                                                                                                                                   R04              1:50 (A3)




                                                     0                                                                                                                                                             3.77m
                                                 14.0
                                              RL                                                    10                                                                                                                                      0                                                                                                                                             .98
                                                                                               .8                                                                                                                                       .81                                                                                                             10                             13
                                                                                          13                                                                                                                                         13                                                                                                               .8                             RL




                                                                                                                                                                     0.115
                                                                                        RL                                                                                                                                        RL                                                                                                               13
                                                                                                                                                                                                                                                                                                                                                 RL


                                                                                                                                                                                                0.6




                                                                                                                                                                                                                  0.3




                                                                                                                                                                                                                                                                           0.25min
                                                         EXISTING DRIVEWAY                                                                                                                                                                                                                                                                                     EXISTING DRIVEWAY                EXISTING CARPORT




                                                                                                                                                                                                                                                             0.115
                                                                                                         EXISTING DRIVEWAY TO                                                                                                                                                                                      EXISTING DRIVEWAY TO
                                                                                                         BE RE-CONSTRUCTED IN                                                                                                                                                                                      BE RE-CONSTRUCTED IN
                                                                                                         ACCORDANCE WITH                                                                                                                                                                                           ACCORDANCE WITH
                                                                                                         COUNCIL STD SEQ R-050;                                                                                                                                                                                    COUNCIL STD RS-050;
                                                                                                         MIN LEVEL RL13.80                                                                                                                       PROPOSED 5/600 x 300                                              MIN LEVEL RL13.80
                                                                                                                                                                                                                                                 RCBC


                                                                                                                                                                                                                        B         SECTION B
                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                        EW01
                                                                                                                                                                                                                         R04                    1:50 (A3)




                                                                                                          EXISTING VEGETATION
                                                                                                                    TO REMAIN


                                                                                                                                                                                                                                                                              PROPOSED DRIVEWAY IN ACCORDANCE
                                                                                                                                                                                                                                                                              WITH COUNCIL STD RS-050;
                                                                                                                                                                                                                                                                              MIN LEVEL RL13.80
                                                                                                                                                                                                         18                                      10                                 .80
                                                                                                                                                                                                   1  3.8                                  13
                                                                                                                                                                                                                                              .8
                                                                                                                                                                                                                                                                                L13
                                                                                                                                                                                                RL                         0.5%         RL                                    R

                                                                                                                                              E
                                                                                                                NATURAL SURFAC                                                                                                                                                                        NATURA
                                                                                                                                                                                                                                                                                                                 L SURFA
                                                                                                                                                                     EXISTING DRIVEWAY                                                                                                                                     CE
                                                                                                                                                                                                                            PROPOSED CONCRETE
                                                                                                                                                                                                                            PAVEMENT




                                                                                                                                                                         C          SECTIONC
                                                                                                                                                                                    SECTION A - DRIVEWAY TYPICAL CROSS SECTION
                                                                                                                                                                       EW01
                                                                                                                                                                        R04                                                                1:50 (A3)




                                                                                                                                                                                                                                                                                                                                              PROJECT:                                                    JOB NUMBER
REV DATE DESCRIPTION                                        BY    CHKD DRAWN
                                                                           I GDETAL
                                                                                  IS                                                    SCALE                                                                 APPROVED                                                                                                                       PROPOSED CULVERT CONSTRUCTION                                    1443
 A   14/07/2020   FOR APPROVAL                               LN     DK                                                                                                                                                                                                                                                                       20 MITTI STREET, NOOSA HEADS
 B   20/07/2020   EXISTING SERVICES AMENDED                  LN     DK   DATUM                 AHD                                                                                                                                                                                                                                                                                                   SHEET:    5   OF   6
                                                                                                           0             0.5            1.0             1.5                  2.0        2.5m                                                                                                                                                 FOR P LOXTON & S TRITTON
 C   23-07-20     MINOR CHANGES                              LN     DK   DESIGN                LN                                                                                                       .................                                                                                                                                                                            DRAWING NUMBER         REV
                                                                                                                                                                                                                                                                                                                                              DRAWING TITLE:
                                                                         DRAWN                 LN                                                                                                             DANIEL KENNA
                                                                                                                                       SCALE 1:50 A3                                                                                                                                                                                         CULVERT DETAILS - SHEET 2 OF 2 AND
                                                                         DESIGN CHECK          DK                                                                                                             (RPEQ 15522)                                                       p 07 5443 8285                                                                                                           R05               C
                                                                                                                                                                                                                                                                                 e [email protected] w www.barlowshelley.com.au
                                                                         DATE           14/07/2020
                                                                                                          This drawing is not to be copied or amended without written permission from
                                                                                                          Barlow Shelley Consulting Engineers                                                                                                                                    a PO Box 899, Maroochydore,4558 ABN 89 215 591 077          EROSION & SEDIMENT CONTROL