Reference Documents RAL21 0035

                                                                                        PROPO
                                                                                              SE
                                                                                        PROVID D CULVERT C
                                                                                              E            R
                                                                                       INLET A ROCK ENERG OSSINGS.
                                                                                              ND OUT      Y DISS
                                                                                                    LETS        IPATOR
                                                                                                                       AT
                                                                                                                                                                                                        LOT 47
                                                                                                                                                                                                        RP1364
                                                                                                                                                                                                               61




                                                                                          .5M
                                                                                        . 0M
                                                                                     283
                                                                                     280




                                                                                                            .0M
                                                                                                                                                                                                                    EA
                                                                                                                                                                       BATTER
                                                                                                                                                                                                                 ACCESSEMENT FOR




                                                                                                           260
                                                                                                                                                                               S
                                                                                                                                                                       1V:2H A INCREASE TO                             S AND




                                                                                                                                     0M




                                                                                                                                                 220.0M
                   GRAVE
                          L SECT
                                                                                                                                                                              T CROS
                                                                                                                                                                                     SING                                    SERVC
                                                                                                                                                                                                                                   ES




                                                                                                                                240.
                  INDICA         ION
                         TIVE O




                                                                                                                                                                                M
                 LOCAT          N L
                        ION AN Y.




                                                                                                                                                                           200.0
                 TO BE         D EXTE                                                                                              A/1                                                                                              SEALED




                                                                                                                                                                                                    M
                       CO             NT                                                                                                  B/1                                                                                               ROADB
                 ONSITE NFIRMED                                                                                                                                                                                                     ADJAC           A




                                                                                                                                                                                               180.0
                                                                                                                                                                                                                                          ENT DW SE TO EXTE
                                                                                                                                A/2                                                                                                               E              ND 50m




                                                                                                                                                                                                                         M
                                                                                                                                                                                                                                   150m A
                                                                                                                                                                                                                                          PPROX LLINGS                  BEYON




                                                                                                                                                                                                                    160.0
                                                                                                                                           B/2                                                                                     SINGLE       . LENG                        D
                                                                                                                                                                                                                                           COAT 1      T H FROM




                                                                                                                                                                                                                                     M
                                                                                                                                                                                                                                                  0mm PR         CROSS




                                                                                                                                                                                                                                140.0
                                                                                                                                                                                                                                                          IME AN        OVER
                                                                                                                                                                                                                                                                 D SEAL




                                                                                                                                                                                                                                                        M
  2




                                                                                                                                                                                                                                                   120.0
LOT 46




                                                                                                                                                                                                                                                                          M
                                                                                                                                                  125MM




                                                                                                                                                                                                                                                                     100.0
                                                                                                                                                        N3
RP1364
      61                                                                                                                                          OVER C 2 CONCRETE
                                                                                                                                                        ROSSIN




                                                                                                                                                                                                                                                                                  80.0M
                                                                                                                                                               G
                                                                                                                                                                                                                                                                                                                               DRIVEW




                                                                                                                                                                                                                                                                                                    60.0M
                                                                                                                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                                                              OVER A Y CROSS
                                                                                                                                                                                                                                                                                                                                     S PER
                                                                                                            EXISTIN                                                                                                                                                                                                           STD DW       NS
                                                                                                                                                                                                                                                                                                                                     G RS-0 C




                                                                                                                                                                                                                                                                                                                      40.0M
                                                                                                                    G GRAV
                                                                                                           100mm           E                                                                                                                                                                                                               56
                                                                                                                  ROADB L FORMATION
                                                                                                           300mm         AS             TO BE
                                                                                                                  BALLAS E




                                                                                                                                                                                                                                                                                                                                              M
                                                                                                                                              RETAIN




                                                                                                                                                                                                                                                                                                                                         20.0
                                                                                                                         T SUBB                      ED
                                                                                                                                ASE ON
                                                                                                                                       GEOFA
                                                                                                                                             BRIC




                                                                                                                                                                                                                                                                                                                                                          0.0M
                                                                                                                                                                                                 1
                                                                                                                                                                                               LOT 46
                                                                                                                                                                                               RP1364
                                                                                                                                                                                                         61




                                                                                                                                                                LEGEND
                                                                                                                                                                                                                                                                                  NOTE:
                                                                                                                                                          SPRAY SEAL                                                                                                              EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
                                                                                                                                                                                                                                                                                  DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
                                                                                                                                                                                                                                                                                  BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
                                                                                                                                                          EXISTING GRAVEL ROADBASE                                                                                                DRAINAGE,   SEWERAGE,   WATER,     GAS,  ELECTRICAL  AND
                                                                                                                                                                                                                                                                                  COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
                                                                                                                                                                                                                                                                                  FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
                                                                                                                                                          CONCRETE                                                                                                                ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
                                                                                                                                                                                                                                                                                  RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
                                                                                                                                                                                                                                                                                  ACCORDANCE      WITH    RELEVANT      SERVICE   PROVIDER
                                                                                                                                                                                                                                                                                  SPECIFICATIONS AND STANDARD DETAILS


                                                                                                                                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                  REFERENCE DOCUMENT
                                                                                                                                                                                                                                                                                                                                                  RAL21/0035 24 JULY 2023


                                                                                                                 SCALE:                                                              CLIENT:                                                       APPROVED BY:                   PROJECT NAME:

                                                                                                                                                                                                                                                                                          PROPOSED SUBDIVISION AT 21 JIRRIMA CRESCENT
                                                                                                                                          1:500                                                                                                                                   TITLE:                                       STATUS:

                                                                                                                                                                                                                                                                                  PROPOSED DRIVEWAY                            RFI RESPONSE
            © ABN 89 647 469 707                                                                                                                                                                              IAN & JANIS ROWE                                BEN PARRY           CROSSOVER LAYOUT
                                            2    15/05/23   RFI UPDATE                 BP             BP                  SCALE 1:500
                                                                                                                                                                                                                                                              RPEQ: 28084
               37 MARY ST
           NOOSAVILLE, QLD 4566
                                            1    05/04/22   'RFI RESPONSE' ISSUE      JAC       BRP   NW
                                                                                                                                   10                     30                   50M
                                                                                                                                                                                                                                                              CPEng NER
                                                                                                                                                                                                                                                                                  AND DETAILS
              +61 7 5211 1003              REV   DATE                 DESCRIPTION    DWN        CHK   APP                                                                                                                                                                         DRAWING NUMBER:                              PROJECT NUMBER:                    SHEET    REV:
                                                                                                                                                                                                                                                             DATE: 15/05/23                                                                                        SIZE:
           RECORCONSULTING.COM                                           REVISIONS                                                                                                                                                                                                C30                                          20220089                            A1       2