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Approved Plans OPW17/0055

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60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AV
                                                                                                                                                                                RO




                                                                                                                                                                                                                                                                                                                                                                         3/H
                                                                                                                                                                                                                                                                                                                                                 SP




                                                                                                                                                                                                                                                                                                                                     0
                       EACH UNIT TO BE PROVIDED WITH 100Ø uPVC                                                                                                                                                                                                                                                                  90 80                                                                                                                                                                                                                                                                                                                             2.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               AY
                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                   A




                                                                                                                                                                                                                                                                                                                                                                                                                          109
                                                                                                                                                                                              D)




                                                                                                                                                                                                                                                                                                                                    .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BB
                       ROOFWATER CONNECTION WITH MIN. 900mm COVER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Q
                                                                                                                                                                                                                                                                                                                                  9                                                                                                                                                                                                                                                                                                                            LANDSCAPE                      EMERGENCY OVERLAND FLOW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AR
                                                                                                                                                                                                                                                                                                 136                                                                                                                                                                     AW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EA
                                                                                                                                                                                                                                                                                                                                9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IS
                                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                                                                                                  300




                       AND EXTEND MIN. 300mm PAST LOT BOUNDARY AT 1.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                  ULTIMATE DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         102




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ST
                                                                                                                                                            PROVIDE 300mm DEEP x 1.5m                                                                                                                                     CH                                                                                                                                                                                                                                                                                                                                     BUFFER                       PATH REFER TYPICAL SECTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NG
                                                                                                                                                                                                                                                                                                                                                                      Ø




                       MIN. (TYPICAL). REFER INDICATIVE DETAIL.                                                                                                                                                                                                              1/H                                     IP                                                               1/S                                                                                                                               UNDER SEPARATE CONTRACT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                CA                                                                                                                                                                                                                                   ON DRG 4201




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TH
                                                                                                                                                            WIDE CONCRETE SWALE DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ℄




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     40
                                                                                                                                                                                                                                                                                                                                                                                                         110




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                            AT 2.5% TO CONVEY CULVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            US
                                                                                                                                                                                                                                                                                                               114                                                   0                                                                                                     101




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                            FLOWS INTO PIT 1/H                                                                                                                                                                                    88
                       NOTE:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.445m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ELM STREET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RL 103.145
                                                                                                                                                                                                                                                                                                                                                                                             CL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EN
                        ALL STORMWATER PIPES GREATER THAN 600 DIA. ARE
                                                                                                                                                                                                                                                                                                                                                                       ON                                                                         100
                                                                                                                                                                                                                                                                                                                                                                                                  EA




                                                                                                                                                            PROPOSED CULVERT UNDER
                                                                                                                                                                                                                                                                                                                                       113




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AD
                        TO BE RCP CLASS '2'.                                                                                                                                                                                                                                                                                                                         TI 67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.5% MIN.
                                                                                                                                                                                                                                                                                                                                                                                                     RW




                                                                                                                                                            SEPARATE CONTRACT                                                                                                                                                                                      UC 69.3                                                                   EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              I.L.102.866
                                                                                                                                                                                                                                                                                                                                                                  R
                                                                                                                                                            900x300 RCBC                                                                                                                                                                                        ST H 8
                                                                                                                                                                                                                                                                                                                                                                                                             AT




                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                              ON C         86                                                                STAGE 1A                                      900x300 RCBC UNDER
                                                                                                                                                                                                                                                                                                                                                                                                               ER S




                                                                                                                                                            US/IL 102.988                                                                                                                                                                                C                                                                                                                                                                                 E                                                                                                                                                                                      750Ø
                      NOTE:                                                                                                                                                                                                                                                                                                                                                                                                                99
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                       OF112                                                                                                                               SEPARATE CONTRACT                                                                                                                                                                    I.L.101.607
                                                                                                                                                            DS/IL 102.866
                                                                                                                                                                                                                                                                                                                                                                                                                 DRP 0




                                                                                                                                                                                                                                                                                                                                                  RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ILY
                      1.                       FOR LEGEND REFER TO DRG No. 16-003302-4101                                                                                                                                                                                                                                                        A
                                                                                                                                                                                                                                                                                                                                                                                                                    IV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                            ST                                                                                                                                                                        L                                                      OVERLAND FLOW PATH ELEVATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       26
                                                                                                                                                                                                                                                                                                                                                                                                                       E




                      2.                       FOR NOTES REFER TO DRG No. 16-003302-4102
                      3.                       REFER DRG. 16-003302-4307 FOR CARPARK                                                                                                                                                                                                                                                                                                                                                                                                                               TER                                                                                SCALE (A3): 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 900x900 TYPE '1'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FIELD INLET 1/H SL102.700
                                               SETOUT AND DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           B                                      A                                                                                   SCALE (A1): 1:200
                                                                                                                                                                                                                                                                                                          B                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION     DATE        ISSUE DETAILS                                                                                                 DRAWN                DESIGN          DRAWN    STATUS                                                                                             SCALE                                                                                                 CLIENT                                                                                                                                                                             PROJECT                                                                             DRAWING TITLE


   A        30.01.17 ORIGINAL ISSUE                                                                                                     NA                   BF                                        FOR APPROVAL                                                                                                                                                                                    PALM LAKE WORKS PTY LTD                                                                                                                                                              PALM LAKE RESORT                                                            ROADWORKS AND DRAINAGE
   B        14.03.17 COUNCIL RFI RESPONSE - AMENDED TO COUNCILS REQUIREMENTS                                                            BF                   BF                                       NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                                                                                      STAGE 4 & 5
                                                                                                                                                                                                                                                                                              1:500       10          5            0                   10                  20    A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LAYOUT PLAN
                                                                                                                                                                            DESIGN   APPROVED                                                                                                1:1000                                                                              A3                                                                                                                                                                                                   19 TRADING POST ROAD - COOROY
                                                                                                                                                                                     ANDREW McPHAIL                RPEQ 6921                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT No.                                    DRAWING No.               REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DISCLAIMER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C 2015           www.calibreconsulting.co
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16-003302                                            4301                   B
                                                                                                                                                                                     FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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