Response to Information Request · OPW11/0196

I,




                                                                                                                                                                                                                                                                                         GENERAL NOTES:
HABITAT PROTECTION FENCE TO BE ERECTED                                                                                                                                                                                                                                              1.   NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
PRIOR TO COMMENCEMENT OF CLEARING                                                                                                                                                                                                                                                        SHOWN ON THE DRAWINGS THE CON TRACTOR IS RESPONSIBLE TO
                                                                                                                                                                                                                                                                                         LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
WORKS PROVIDE SIGNAGE AT 50m SPACINGS'
                                                                                                                                                                                                                                                                                         COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
ECOLOGICAL RESTORATION AREA - NO ACCESS
                                                                                                                                                                                                                                                                                         AND LEVEL OF ALL EXISTING SERVICE UTILITIES THE CONTRACTOR

 1 i             !          *X                                                                                                                                                                                                                                                           SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES

                                                                                                                                                                                                                                                                                    2    THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
                                                                                                                                                                                                                                                                                         ROADWORKS DRAINAGE WORKS SERVICE CONDUITS ETC PRIOR TO
                                                                                                                                                                                                                                                                                         BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCED
                                                                                                                                                                                                                                                                                         SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER
                                                                                                                                                             FOR
                                                                                                                                              I, of fiw T BO ARYTAILS.\
                                                                                                                                                                                                                                                                                    3    SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPPOT LEVEL
                                                                                                                                                                                                                                                                                         SURVEY THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
                                                                                                                                                                                                                                                                                         MAY BE VARIED BY THE SUPERINTENDENT ON SITE
                                                                                                                                   l
                                                                               300* GRATED DRAIN DRAIN TO.--                                                                                                                                                                             STORMWATER NOTES:
                                                                               BASEMENT GPT OIL ARRESTOR &
                                                                               DISCHARGE TO SWAIF 2 TO                                                                                                                                                                              1    ALL STORMWATER CATCHMENT NAMES ARE AS PER THE
                                                                               HYDRAULIC CONSULTANTS DETAILS                                                                                                                                                                             STORMWATER PITS THEY CONTRIBUTE TO

                                                                                                         ROOFWATER DRAINAGE TO                                                                                                                                                      2.   ALL PIPES ARE HDPE U N 0
                                                                                                         HYDRAULICS CONSULTANTS
                                                                                                        -DETAILS                                                                                                                                                                    3    ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
                                                                                                                                                                                                ROPERTY                                                                                  PROFESSIONAL ENGINEERS STANDARD SPECIFICATION
                                                                                                                                                                                      I           Pme"M ^UMDA RY -p

                                                                                                                                                                             L                                                                                                      4    ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
                                                                                                                                                                                                                                                                                         AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
                                                                                                                                                                                                                                                                                         PROVIDED BY TATE PROFESSIONAL ENGINEERS HOWEVER
                                                                                                         40,000L MIMIMUM RAINWATER
                                                                                                                                                                                                                                                                                         TATE PROFESSIONAL ENGINEERS ACCEPTS NO
                                                                                                        -HARVESTING TANK PLUMBED TO
                                                                                                                                                                                                                                                                                         RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA
                                                                                                         IRRIGATION SYSTEM DISCHARGE
                                                                                                                                                                                                                                                                                         PROVIDED CONTRACTOR SHOULD CONFIRM THE CORRECT
                                                                                                         OVERFLOW TO RI P
                                                                                                                                                                                                                                                                                         COORDINATES WITH THE MANHOLE SETOUT DATA PROVIDED
                                                                                                                                                                                                                                                                                         ON THESE DRAWINGS.




                                                                                                                                                                                                                                                                                         NOTE:
                                                                                                                                                                                                                                                                                         ALL BASEMENT & CARPARK STORMWATER TO BE
                                                                                                                                                                                                                                                                                         COLLECTED IN A SUMP & PUMPED TO DISCHARGE
                                                                                                                                                                                                                                                                                         OVER A'FOX BPT600' GROSS POLLUTANT TRAP PRIOR
                                                                                                                                                                                                                                                                                         TO CONNECTION TO RIP'S. BASEMENT & CARPARK
                                                                                                                                                                                                                                                                                         DRAINAGE DETAILS TO HYDRAULIC CONSULTANT'S
                                                                                                                                                                                                                                                                                         SPECIFICATIONS.



                                                                                                                                                                          kIH)b                                                                                                          NOTE:
                                                                                                                                                                                                                                                                                         REFER TO HYDRAULIC CONSULTANTS DETAILS FOR
                                                                                                                                                                                                                                                                                         ALL DOWNPIPE & STORMWATER CONNECTIONS
          ;__ -=----                             -------                                                                                            ""^yf ^    S+YA^E`^'                                       ^
                                                                                                                                                                                                                                                                                         (PLUMBING & DRAINAGE APPROVAL)
                                                                      ---------
                                                                                                                                               REFER 002 FOR                                        '
                                                                                                                                                                                                                          -zq

                                            /                                                                                                ^RIPDETALS                                             '^


                                                                                                                                                                                      D02 FOR DETAILS.

                                                                                                                                                                                                                                                                LEGEND
                                                                                                                                                                                                                                                                                    INDICATES EXISTING STORMWATER
                                                                                                                                                                                                                    16'
                                                                                                                                                                                                                                                                                    INDICATES EXISTING TELSTRA RETICULATION
                                                                                                                                                                                                                                                                                    INDICATES EXISTING OVERHEAD POWER
        DRAINAGE LAYOUT PLAN                                                                                                                                                                                                                                        -s-             INDICATES EXISTING SEWER RETICULATION
                                                                                                                                                                                                                                                                                    INDICATES EXISTING KERB & CHANNEL
        ALL WORKS TO BE CARRIED OUT IN STRICT                                                                                                                                                                                                                                       INDICATES SITE BOUNDARY
        ACCORDANCE WITH APPROVED SETTLERS
                                                                                                                                                                                                                                                                                    INDICATES EXISTING CONTOURS
        COVE NOOSA RESIDENTIAL HIGH DENSITY
        ENVIRONMENTAL MANAGEMENT PLAN (EMP1)                                                                                                                                                                                                                                        INDICATES STORMWATER DRAINAGE
        DATED 21 JULY 2085 BY WBM OCEANIC$.                                                                                                                                                                                                                                         INDICATES ROOFWATER LINE TO HYDRAULIC CONSULTANTS DETAILS
                                                                                                                                                                                                                                                                        •3370       INDICATES FINISHED PAVEMENT LEVEL


                                                                                                                                                                                                                                                                                    INDICATES PROPOSED PEDESTRIAN PAVEMENT AREAS

                                                                                                                                                                                                                                                                                    INDICATES PROPOSED VEHICULAR PAVEMENT AREAS

                                                                                                                                                                                                                                                                                    INDICATES ROOF CATCHMENT AREAS

                                                                                                                                                                                                                                                                                    INDICATES SWALE - REFER DWG D03 FOR DETAILS
                       10         15            20   25m

                                                                                                                                                                                                                                                                                    INDICATES PROPOSED PAVEMENT AREAS
                                                                                                                                                                                                                                                                                j
                  SCALE 1250 Al, 1 500 A3



NOTE:ONYDRAWNGSMWtl(ED'FORCONSTRUCTIOMAHDBEARINGANORIGINALSIGNATURESHALL BE USED FOR CONSTRUCTION PURPOSES     Design: sN                                                                                                       PROJECT                                                    DRAWING TITLE
                                                                                                                                                                                  TATEPROFESSIONAL ENGINEERS PTY LTD
                                                                                                               Drawn: JH                                                                                                                                                                   DRAIN AGE P LAN & NOTES
                                                                               FOR APPROVAL                      Date: APRIL2011
                                                                                                                                                                                  A.B.N.28 086 262 035
                                                                                                                                                                                  39-45 First Avenue, MI
                                                                                                                                                                                                                                PROPOSED UNIT DEVELOPMENT
                                                                                  NCI coR consl r c' oN                                                                                                                                                                                                                                  Revmm             Show
                                                                                                                                                                                  PO Box 1082, MI OLD, 4557
                                                                                                              Checked
                                                                                                                                                                                                         61 00                  at LOT 9 SERENITY CLOSE , SETTLERS COVE                    DRAWING No
                                                                                                                                                                                                                                                                                                          S3   0001081L91D01               B r        'I    d3
                                                                                                                                                                                  web : http   www
                                                                                                                                                                                                 s       tee   .au

           ai        xu wuH                                                          olaee+Ok APV2ovk
                                                                                                        ...
                                                                                                                 DeWm ANO
                                                                                                                                       PROFESSIONAL ENGINEERS                             ttp 7Wwra .tate. rretau               for CA PE BOUV A RD P T Y L T D
                                                                                                                                                                                                                                                                                                 n.     jai r,r                             ..   i+L. .. ..,, ..
 tutu     lute DESCRIPipN                                                            RPEG -                                                                                                                                                                     l:ann: Rat                 ,io
                                                                 By     C!eD                     i                AI 51iEET51E          ,.   ..      ..         ^-^.                                                                                                                                                     r•