RFI 9.3.20 - Attachment B - Revised Engineering plans · OPW19/0082

                                                                                                                        NOTES
                                                                                                              1.        The location and depth of all services shall be          5.              Refer Hydraulic drawings for
                                                                                                                        verified on site with service authority prior                            sanitary drainage layouts.
                                                                                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY LTD




                                                                                                                        to commencement of construction.                                                                                                                                                                         LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                                    LTD
                                                                                                                                                                             6.                 Compaction of material under concrete driveways and
                                                                                                              2.        Concrete driveway and parking areas shall                               parking areas shall be as follows:                                                                                                                                                                    RPEQ 4928

                                                                                                                        be constructed with 32 MPa concrete                                      (i)   75 % Minimum Density for cohesionless material (AS 1289 E5.1); and                                                        OFF. 2C/82 PARKER STREET, MAROOCHYDORE                             PH 54 792 118

                                                                                                                                                                                                 (ii) 90 % Relative Dry Density (STD Comp.) for material other than (i).                                                         THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                        For building set-out refer architectural drawings.                                                                                                                                                       LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                              3.                                                                                                                                                                                                                   THE SOLE USE OF THE CLIENT. NO PART
                                                                                                              4.        All dimensions and levels shall be verified on                                                                                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                        site. Do not scale from drawing.                                                                                    GENERAL NOTES (SOME MAY NOTE APPLY)                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                                       LINDSAY CONSULTING PTY LTD



                                                                                             LAKE ACCESS
                                                                                                         SITE PLAN 1                                                                                                                        1.




                                                                                                                                                                                                                                            2.
                                                                                                                                                                                                                                                  THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
                                                                                                                                                                                                                                                  DRAWINGS AND SPECIFICATIONS.


                                                                                                                                                                                                                                                  EFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT
                                                                                                                                                                                                                                                                                                                             CLIENT AND PROJECT DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                               BRIAN WILLIAMS
                                                                                                                                                                                                                                                                                                                                                               VILLAS DEVELOPMENT
                                                                                                              140.56 m                                                                                                                            DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.

                                                                                                                                140.43 m
                                                                                                                                                                                                                                                                                                                                                               396 LAKE COOROIBAH RD
                                                                                                                                                                                                                                            3.    DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!
                                                                                                          269° 59' 20"

                      AH
                                                                                                                                                                                                                                            4.    CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND


                                                                                                                                                                                                                                                                                                                                                               NOOSA
                                                                                                                               269° 59' 20"
              B                                                                                                                                                                                                                                   LEVELS PRIOR TO CONSTRUCTION.
           OI
                                                                                                              FUTURE CABINS                                                                                                                 5.    ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE
        OR

                                                                                                               - MAX 100sqm                                                                                                                       BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT), THE
      CO


                                                                                                                                                                                                                                                  QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL AUTHORITY'S
                                                                                                                                                                                                                                                  BY-LAWS.
                                                                   MANAGERS
                                                                   RESIDENCE                                                                                                                                                                                                                                                 DRAWING TITLE
 KE

                   5"




                                                                                                                                                                                                                                            6.    THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
                 '4
LA




                                                                                                                                                                                                                                                  COMMENCEMENT OF WORKS.
                                                                                                                                                                                                                                                                                                                                 SITE PLAN 1
               10

             m




                                                                                                                                                                                                           360° 00' 00"
            2°




                                                                                      PROPOSED                                                                                                                                              7.    ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE
           6




                                                                                                                                                                                                                          67.00 m
         22




                                                                                         CABINS
         .9




                                                                                                                                                                                                                                                  uPVC CLASS 'SH'.
      75




                                                                                                                                                                                                                                            8,    SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
                                                                                                                                                                                                                                                  SATISFACTORY MAINTENANCE IS COMPLETED.


                                            FUTURE WORKS                                                                      FUTURE WORKS                                                                                                  9.    ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
                                                                                                                                                                                                                                                  WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
                                                                                                                                                                                                                                                                                                                             SCALES
                                                                                                                                                                                                                                                  NOTICE-DEVELOPMENT PERMIT.


                                                                                                                                                                                                                                            10.   CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD




                                                                                                                                                        "
                                                    LOT 1 -




                                                                                                                                                    25
                                                                                                                                                                                                                                                  DRAWING NO. 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                          0           10   20   m
                                                                                                                                                                                                                                                  COUNCIL STANDARD DRAWING NO. 01-15F.




                                                                                                                                                 2'
                                                   STAGE 2a




                                                                                                                                              °3


                                                                                                                                                              m
                                                                                                                                                                                                                                                                                                                                                                     Orig. 1:500




                                                                                                                                                         32
                                                                                                                                                                                                                                            11.   ALL TEMPORARY ADNDPERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY




                                                                                                                                            43
                                                                                                                                                                                                                                     2.00




                                                                                                                                                      0.
                                                                                                                                                                                                                                                  WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.).




                                                                                                                                                   17
                                                                                                                                                                                                                                                  EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT".
                                                                                                                                                                                                                                                  COUNCIL DOES NOT APPROVE OF BLACKING OUT OF EXISTING LINE MARKING.


                                                                                                                                                                                                                                            12.   KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY OTHER
                                                                                                                                                                                                                                                  SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE

                                                                                                                                                              LOT 0                                "
                                                                                                                                                                                                20
                                                                                                                                                                                      °1
                                                                                                                                                                                         5  '
                                                                                                                                                                                                                                                                                                                             SURVEY DATUM
                                                                                                                                                                                 35                    m
                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                             2               0
                                                                                                                                                                                         6.8
                                                                                                                                                                                       12
                           m
     COMMUNITY CENTRE           00
                                                                                                                                                                                                                                                                                                                             ASSOCIATED CONSULTANTS
                  "   5            .    0
                   '4       0        10
                        ° 1
                               2                                                                                                                                        LOT 2 -
                                13
                                                                                                                                                                       STAGE 1c                                             3.00




                                                                                                                                                                  11
                                                                                                                                                                             10
                                                                                                                                                      12


                                                                                                                                       13
                                            EXISTING WORKS                                                                                                                   9




                                                                                                                                                                                                           0° 00' 00"

                                                                                                                                                                                                                          173.74 m
                                                        EXISTING EP20 WASTEWATER                                         LOT 2 -
                                                   HOLDING TANK AND PUMP STATION                         14             STAGE 1d
                                                                                                                                                                             8
                                                                                                                                                                                                                                                                                                                             REVISION LIST
                                                                                                                                                                                                                                                                                                                             A                                 ORIGINAL ISSUE                            21/12/17
                                                                                                                                                                                                                                                                                                                             B                                 REVISED                                   16/03/18
                                                                                                                                                                                                                                                                                                                             C                                 REVISED                                   30/09/19
                                                                                                                        15
                                                                                                                                                                                 7                                                                                                                                           D                                 REVISED                                   26/02/20
                                                             EXISTING 3M DRIVEWAY                         16

                                                                                                                                               LOT 2 -                           6
                                                                          3.00
                                                                                                               17                             STAGE 1b
                                                                                    7' 50"

                                                                                                m
                                                                                                231.44




                                                                                                                                                                                                                                                                                                                            Computer File
                                                                                       169° 2




                                                                                                                                                                                                                                                                                                                                                                      171687-CP.DWG
                                                                                                                                                                             5                                                                                                                                              DRAWING NUMBER                                                            SHEET   REV.
                                                                                                                   18
                                                                                                                                                                                                                                     4.00                                                                                                                                17-1687-C2                     2 D
                                                                  EXISTING 3M DRIVEWAY