RFI - RECOR Preliminary Stormwater Management Report - 20220078

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                                                                                                                                                                                                                                                                                                                                                                                               NOTE:
                                                                                                                                                                                                                                                                                                                                                                                               1.    FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR
                                                                                                                                                                                                                                                                                                                                                                                                     TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
                                                                                                                                                                                                                                                                                                                                                                                               2.    THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS
                                                                                                                                                                                                                                                                                                                                                                                                     SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
                                                                                                                                                                                                                                                                                                                                                                                                     CONTRACT.




                                                                                                                                               rant
                                                                                                       24.70             24.79
                                                                                                                                                                                                                                                                                                                                                                                               3.    LOCATION AND DEPTH OF ANY EXISTING SERVICES IDENTIFIED BASED ON SURVEY, DBYD




                                                                                                                                           Hyd
                                                                                                                                                                                                                                                                                                                                                                                                     AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
                                                                                                                                                                                                                                                                  CLEAR AND GRUB ALL                                                                                                                 LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.




                                                                                                                                      Fire
                                                                 24.68                                                                                                                                                                                            VEGETATION WITHIN SITE
                                                                 Sewer Manhole                                                                                                                                                                                    BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                               4.    CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE AND WITHIN
                                                                                                                                      25.41         25.46                                                                                                                                                                                                                                            VERGE PRIOR TO COMMENCEMENT OF WORKS.
                                                                                                                                                     25
                                                                                                                                                       .77                                                                                                                                                                                                                                     5.    CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS
                                                                                                                                                                                                                                                                                                                                                                                                     COMMENCING ON SITE.
                                                                                                                          24.7                                                              26.35
                                                                                                                                 3                                                       TREE 0.1                                                                                                                                                                                              6.    ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED, GRUBBED AND
                                                                                                                                                                                                       50805




                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                                     REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY




                                                                                                                                        .2
                                                                                                                           24




                                                                                                                                      25
                                                                                                                                                                                                                                           26.83
                                                                            24.00                                            .69
                                                                                                                                                                                                      TREE 0.151004                               27.0                                                Sewer                                                                                          OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
                                                                                                       24.10                                                                                                                                           2
                                                                                                                                                                                                                                                             LIL 0.1                                           Line In




                                                                                                                                                                                                                                    7
                                                                                                                                                                                                                                                 27.07                                                                     dicative




                                                                                                                                                                                                                                  .5
                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                          50905




                                                                                                                                                                                 .7




                                                                                                                                                                                                                                26
                                                                                                                                                                                                                                          26.60




                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                      Only (N




                                                                                                                                                                               25
                                                                               n




                                                                                                                                               .2
                                                                                               rb
                                                                                                                                                                                                               26.22




                                                                                                                                             25
                                                                                                                                                                                                                                                                                                                                             ot Loc


                                                                          tume
                                                                                                                                                                                                                                                 26.69




                                                                                          of Ke
                                                                                                                                                                                    25.
                                                                                                                                                                                       52                       26.09                                                                                                                               ated b                                     7.    CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE




                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                                                          27.
                                                                                                                                                                                                                                                                                                                                                           y




                                                                                                                                                                                                                              .3
                                                                                                                                                                                                                                                                                                                  71         86                                Survey)
                                                                                                                                                                                                                                                                                                              27.                                                                                    ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.




                                                                                                                                                                                                                            26
                                                                                                                                               2
                                                                                                                                             .8
                                                                       of B i




                                                                                                                                                                                                                                         3
                                                                                                                                           24




                                                                                                                                                                                                                                       .4
                                                                                                                                                                                                                                     26
                                                                                                                  24.17
                                                                                                                                                                                                                                                                                                                                                                                               8.    PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE




                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                  2
                                                                                                                      2
                                                                                     Back
                                                                                                                                                                                                                                                  41




                                                                                                                                                                                                                                                                                                        .7
                                                                                                                                                                                                .9
                                                                                                                 24. 4
                                                                                                                                                                                                                                               26.




                                                                                                                                                                                                                                                                                                      26
                                                                                                                                                                                              25
                                                                                                                                                                                                                                    26.41                                                                                                                                                            CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS
                                                                                                                                                                                                             Deck
                                                                    Edge
                                                                                                                                                                                                                                                                                                                                                                                                     CAN COMMENCE.




                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                     .6
                                                                                      Telstra




                                                                                                                                                                                                                                                                                   26
                                                                                                                                                                                             25                                 26.
                                                                                                                                                                                               .84                                   45                                                                                                                                                        9.    CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
                                                                                       Pit




                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                                                                                                                     COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.




                                                                                                                                                                            .4
                                                                 23.57




                                                                                                                                                                          25
                                                                                                                                           4
                                                                                                                                        .5
                                                                               23.




                                                                                                                                                                                                                                                                                                                                                                                               10.   CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS, RETAINING




                                                                                                                                      24
                                                                                  67




                                                                                                                                                                                                                                                                                                                                                                                                     WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
                                                                                                                                                                                                                                                                                              26
                                                                                                                                                                                                                                                                                                .50                                                                                            11.   WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY




                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                     OUT SERVICES RELOCATION OR ALTERATIONS.




                                                                                                                                                                                                                                                                             .5




                                                                                                                                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                           26




                                                                                                                                                                                                                                                                                                                .4
                                                                                                                                                                                                                                                                                                      27.


                                                                                                                                                                                                                                                                                                              27
                                                                                                                                                                                       Deck                                                                                 Stairs




                                                                                                                                                                                                                                                                                                        6 4
                                                                                          23.
         DEMOLISH AND REMOVE                                                                 69
                                                                                                                                                      71   3
                                                                                                                                                  .50
                                                     23.22




                                                                                                                                                                                                                                                                     Ramp
                                                                         0
         EXISTING DRIVEWAY                                          23.3                                                                      0                                                                                                                                                                                                                                                                           NOTE:
                                                                                                       23




                                                                                                                                    NC
                                                                                                                                POI
                                                                      23.27
                                                                                                        .98




                                                                                                                                                                             5
                                                                                                                                                                           .0
                                                                                                                                                                                                                                                                                                                                                                                                                          EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
                                                                                                                 2




                                                                                                                                                                         25
                                                                                                23.
                                                                                                               .9




                                                                                                   73
                                                                                                            23




                                                                                                                                                                                                                                                                                                                                                                                                                          IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
                                                                               41                                                                                                                                                                                                                                                                                                                                         LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
                                                                         23.
                                                                                            23




                                                                                                                                                                                                                                                                                                                                                                                                                          AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
                                                                                                                                              8
                                                                                                             9




                                                                                                                                           .5
                                                                                                .65


                                                                                                            .7




                                                                                                                                      24




                                                                                                                                                                                                                                                                                                                                                                                                                          SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
                                                                                                        23




                                                                                                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                            .1
                                                                                                                                                                                                                                                                                     26.1
                                                                                                                                                                                                                                                                          26
                                                                                                                                                                                                                                                                                                                                                                                                                          NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
                                                                                                                                                                                                            Floor Level




                                                                                                                                                                                                                                                                                                 9
                                                                                                       74




                                                                                                                                                                                                                                                                                             .0
                                                                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                                                                                                                                                                                                          SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
                                                                                                 23.




                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                                                             27
                                                           0




                                                                                                                                                                                                                                                                                                       .1
                                                            0




                                                                                                                                                                                                                                                                                                      27
                                                                                                                                                                                                                                                                                                                                                                                                                          PROVIDER SPECIFICATIONS AND STANDARD DETAILS
                                                                                                                                                                                                               RL26.19
                                                         23.




                                                                                                                         24




                                                                 23.00
                                                                                                                           .35




                                                                                                                            36
                                                                                                                         24.
                                                                                                                                                              1
                                                                                .34




                                                                                                                                                           .1
                                                                                                                                                      25
                                                                               23




                                                                                                                                                                                 25.25
                                                                                                                                      .63




                                         22.68
                                                                                                                                                                                                                                                                  Deck
                                                                                                                                     24
                                                                                                               Co




                                                                                                                                                               .06
                                                                                                                 nc




                                                                                                                                                          25
                                                                                                                    ret




                                                                                     59
                                                                                23.                                                                        25.
                                                                                                                                                                    19
                                                                                                                       e
                                                                                                23.8




                                                                                                            23.94
                                                                                                                               Dr




                                                                                                                                                                  .23




                                                                                                                                                                                                                                                                                     6
                                                                                                                                                                                                                                                                                   .9
                    TBM (Screw in Kerb)              .57
                                                                                                                                 ive




                                                                                                                                                                                                                                                                                 26
                                                                                                                                                                25
                                                                                                 7




                                                   22                                                                                                                                                                                                                      3
                         RL22.58 AHD                                                                                                                                                                                                                                26.5
                                                                                                                                     wa




                                                         22.59
                                                                                                                                                                                                                                25
                                                                                            5




                                                                                                                                           y




                                                                                                                                                                                                                                                                                     26.85
                                                                                                                                                                                                                                   .3
                                                                                          23.7




                                                                                                                                                                                                                                              Stairs
                                                                          23




                                                        Gully Pit                                                               55
                                                                                                                                                                                                                                     5
                                                                             .




                                                                                                                          24.
                                                                                                           8
                                                                               21




                                                                                                        .2




                                 22.36
                                                                                                                                                                                       Garage Level
                                                                                                      24




                                                        22.49                                                                                                                                                                                  1
                                                                                                               .35




                                                                                                                                                                                                                                              .3




                                                                                                                                                                                                                                                                                             4
                                            22




                                                                                                                                                                                                                                            25



                                                                                                                                                                                        RL25.33



                                                                                                                                                                                                                                                                                         .6
                                                                                                             24




                                                                                                                                                                                                                                                                      0



                                                                                                                                                                                                                                                                                        26
                                             .47




                                                                                                                                                                                                                                                                           26.
                                                                                                                                             3




                                                                                                                                                                                                                                                                   .4
                                                                                                                                           24.9




                                                                                                                                                                                                                                                                  25

                                                                                                                                                                                                                                                                               37
                                 22.25       22.36
                                                                                            23
                                                                 66




                                                                                                                                                    25
                                                                                                 .7
                                                                   .




                                                                                                                                                                          07
                                                                22




                                                                                                                                                     .15




                                                                                                                                                                    25.
                                                                                                   5
                                                                                04




                                                                                                                                            24.80
                                                                               .
                                                                            23




                      DEMOLISH AND REMOVE FROM                                                                                                                                      24.
                                                                                                                                                                                       94
                                                                                                                                                                                                                            3




                      SITE ALL EXISTING STRUCTURES,
                                                                                                                                                                                                                          .1




                                          22.21
                                                                                                                                                                                                                        25




                                                                                                                                                                                                                                                             23
                                                                                                                                                                                                                                                                  25.92




                                    22.10
                                                                                                                                                                                                                                                                                   7
                      PAVING AND RETAINING WALLS                                            22.97
                                                                                                                                                                                                                                                                                   .1
                                                                                                                                                                                                                                                              .
                                                                                                                                                                                                                                                           25




                                                                                                                                                                                                                                                                               26


                                                                                                                 23
                                                                                                                   .65
                                                                                                                                                                                   5
                                                                                                                                                                             .6 4.7
                                                                                                                                                                                 2




                                                                                                                                                                                                                                                                                                      LOCATE AND CAP OFF EXISTING SEWER
                                                                                        8
                                                                                     .4




                                                                                                                                                                               9




                                                            22.12
                                                                                 22




                                                                                                                                     23.72                                                                                                                                                            CONNECTION DURING EARTHWORKS
                                                                                                                                                                           24




                                            22.0
                                                 0                  22.08                                                        23
                                                                                                                                                                                                               80




                                                                                                                                    .0                     23.97
                                                                                                               Valve                   6
                                                                                                                                                                                                                .




                                                                                            Po
                                                                                                                                                                                                             24




                                                                                    .08
                                                                            22                    we                                               23.37                                                                                             CAP
                                                                                                                                                                                                                             8




                                                                                                       r p
                                                                                                                                                                                                                           .7
                                                                                                                                                                                                                         24




                                                           21.98
                                                                it                          22.09            ole                           Telstra P                                                                        24.7                     25.20
                                                             y P .98
                                                                                                                                                                                                                        3       8
                                                            l                                                                                                  it                                                   24.4                                                .51
                                                        Gul       21
                                                                                           22
                                                                                                                                                                                                                                                                     25
                                                                                                                                                                                                                                                        25




                                                                                                                                                                                                                            Fire Hydrant                             25.
                                                                                                                                                                                                                                                         25 5




                                                                                                                         22
                                                                                              .0
                                                                                                                                                    Back o                                                                                                               37
                                                                                                                                                                                                                                                           .1




                                                                                                                               .42
                                                                                                                                                                                                                                                            .4




                                                                                                  0
                                                                                                                                                                         f Kerb
                                                                                                                                                                                                                                                               5




                                                                                                                31
                                                                                                             22.                           Edge o
                                                                                                                                                          f Bitum                                   23.58
                                                                                                                                                                               en                                                                                   24.82
                                                                                                                                                                                                  23
                                                                                                                                                                                                    .46                                                             Sewer Manhole
                                                                                                                                                                                                                                                                          24.95
                                                                                                                                                                                                                                                                          24.8
                                                                                                                                                                                                                                                                               5




                                                                                                                                                                                                      CLIENT DETAILS:                                                                                                  PROJECT ADDRESS:                                  APPROVED BY:                  PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                                                        6 WYANDRA STREET, NOOSA HEADS
                                                                                                                                                                                                                            CAPITAL PRUDENTIAL                                                                                                                                                          TITLE:                                            STATUS:

                                                 D       21/10/2022 REISSUED FOR APPROVAL                                                                  MVP                   BP         NW                                                                                                                                        6 WYANDRA STREET                                                 EXISTING SITE SERVICES                             FOR APPROVAL
     © ABN 89 647 469 707                        C
                                                 B
                                                         11/07/2022 ISSUE FOR OPW
                                                         24/06/2022 UPDATE ISSUE FOR MCU
                                                                                                                                                               BP
                                                                                                                                                               BP
                                                                                                                                                                                 NW
                                                                                                                                                                                 NW
                                                                                                                                                                                            NW
                                                                                                                                                                                            NW                                                                                                                                           NOOSA HEADS                           NATHAN WAGSTAFF         PLAN                                               NOT FOR CONSTRUCTION
       75 NOOSA DRIVE                                                                                                                                                                                                                                                                                                                                                             RPEQ: 20693
                                                 A       30/03/2022 ISSUED FOR MCU                                                                             BP                NW         NW        SCALE:
    NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                                                                                                           CPEng
        +61 7 5211 1003                      REV           DATE                                       DESCRIPTION                                          DWN                 CHK          APP
                                                                                                                                                                                                                                                     1:100                                                                                                                      DATE: 28/10/2022
                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING NUMBER:                                    PROJECT NUMBER:                     SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SIZE:
    RECORCONSULTING.COM                                                                                          REVISIONS
                                                                                                                                                                                                                                    DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                        C02                                               20220078                            A1 D