1443-Civil Rev D · 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
 D
     23-07-20
     8/18/2020
                  MINOR CHANGES
                  FLAP DIRECTION ON THE FENCE MODIFIED
                                                                 LN
                                                                 LN
                                                                        DK
                                                                        MB
                                                                             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               D
                                                                                                                                                                                                                                                                                     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