Development Application - Part 2 of 2 - Plans

                                                                                                                                                                                                                         ,,~’
                                                                                                                                                                                                                                                                                                                   NOTES
                                                                                                                                                                                                                       ---                                                                                         I. ALL SEWERS ARE TO BE 150mn d i a uPVC SN8      AS 1260  RUBBER RING JO I NTED UNLESS NOTED OTHERWI SE. FOR SEWERS
                                                                                                                                                                                                                                       ---                                                                                                                                   -             -




                                                                                                                                                                                                                                          ---                                                                      DEEPER THAN 3.0 METRES, uPVC CLASS 12 PRESSURE PIPE TO ASI477 SHALL BE USED.          ..INSIDE EDGE OF CLASS 12 PIPE IS
                                                                                                                                                                                                                                             ---                                                                   TO BE CHAMFERED TO PROV I DE A SMOOTH TRANS I TI ON OF FLOWS WHEN USED I N CONJUNCT I ON WI TH OTHER CLASSES OF P I PES
                                                                                                                                                                                                                                                                     ---
                                                                                                                                                                                                                                                                        ---                                        AND F I TT I NGS.     WHEN uPVC CLASS 12 I S SPEC I F I ED, I T SHALL EXTEND MANHOLE TO MANHOLE.
                                                                                                                                                                                                                                                                                               ----
                                                                                                                                                                                                                                                                                                                   2. All GNINT UNLESS OTHERWI SE NOTED SHALL BE                 1.5 METRES    I NS I DE FRONT AND REAR BOUNDAR I ES, 1.0 METRES                  I NS I DE
                                                                                                                                                                                                                                                                                                                   BOUNDAR I ES AND 2.Om OFF BOUNDAR I ES WHEN LA I 0 I N ROAD RESERVE.


                                                                                                                                                                                                                                                                                                                   3. BEDD I NG FOR PI PELI NES SHALL BE WASHED 5mn              -   IOmn SCREEN I NGS OR MARY RIVER SAND WI TH A 1.11 N I MUM OF 75t.1t.1 BELOW
                                                                                                                                                                                                                                                                                                                   AND ABOVE PIPES.          IN COASTAL SAND      TERRAIN, EXCAVATED MATERIAL MAY BE USED FOR BEDDING SUBJECT TO THE APPROVAL OF
                                                                                                                                                                                                                                                                                                                   THE MANAGER SEWERAGE.


                                                                                                                                                                                                                                                                                                                   4. MINIMUM COVER FOR SEWER PIPES SHALL BE 0.6m FOR PRIVATE PROPERTY, PARK RESERVE AND OPEN                                        SPACE; 0.9m FOR
                                                                                                                                                                                                                                                                                                                   FOOTPATHS (ROAD RESERVE lAND           1.2 METRES FOR ROADWAYS.


                                                                                                                                                                                                                                                                                                                   5. HOUSE CONNECTI ON BRANCHES:
                                                                                                                                                                                                                                                                                                                                 DEPTH TO I NSPECT I ON OPEN I NG SHALL BE BETWEEN 0.6 METRES AND                  1.5 METRES;
                                                                                                                                                                                                                                                                                                                                 INSPECTION OPENING SHALL CONTROL THE ALLOTMENT AT A GRADE OF I                         IN 60 WITH 300t.1t.1 COVER AT HEAD OF           DRAIN;
                                                                                                                                                                                                                                                                                                                                 DEPTHS I N EXCESS OF 1.5 METRES ARE NOT ACCEPTABLE;
                                                                                                                                                                                                                                                                                                                                 ARE TO EXTEND A M I N I MUM OF 1.0 METRES I NTO PROPERTY;
                                                                                                                                                                                                                                                                                                                                 ARE TO BE   100mn DIAMETER UNLESS NOTED OTHERWISE;
                                                                                                                                                                                                                                                                                                                                 I .0. I NSPECTI ON SHAFT TO BE EXTEDED TO 300mn BELOW FIN I SHED SURFACE LEVEL (HCB TYPES P AND F ONLY I ;
                                                                                                                                                                                                                                                                                                                                 MARKER TAPE SHALL EXTEND FROM THE 1.0. TO THE SURFACE LEVEL.


                                                                                                                                                                                                                                                                                                                   6. HOUSE CONNECTION JUMP-UPS ON SEWERS BETWEEN 2.Om AND 3.Om DEEP SHALL BE ’SUGDON’ FIBREGLASS REINFORCED DROP
                                                                                                                                                                                                                                                                                                                   JUNCTIONS.


                                                                                                                                                                                                                                                                                                                   7. SEWER HOUSE CONNECTIONS ON SEWERS                IN EXCESS OF 3.Om DEEP SHALL ONLY BE PERMITTED AS A CONNECTION DIRECTLY
                                                                                                                                                                                                                                                                                                                   I NTO A MANHOLE AND MUST HAVE AN               I NTERNAL BACKDROP. SEPERATE STUBS             I NTO MANHOLE ARE REQU I REO FOR EACH PROPERTY.


                                                                                                                                                                                                                                                                                                                   8. ALL HOUSE CONNECT I ON BRANCHES ARE TO BE TYPE                 A, P, F OR MH STUB AND CONSTRUCTED IN ACCOURDANCE WITH NOOSA
                                                                                                                                                                                                                                                                                                                   COUNCIL STANDARD DRAWING 9821H.                A MANHOLE STUB SHALL SERVE ONE PROPERTY ONLY.


                                                                                                                                                                                                                                                                                                                   9. ALL WORK ON EX I ST I NG SEWERS I S TO BE PERFORMED BY COUNC I L OR                    I TS APPROVED CONTRACTOR.


                                                                                                                                                                                                                                                                                                                   10. PUMPING STATIONS SHALL BE  INSTALLED IN ACCORDANCE WITH NooSA COUNCIL STANDARD DRAWINGS NOS. 9823B, 9824B,
                                                                                                                                                                                                                                                                                                                    9825, 9826J, 9827, 9828A, 9829A, 9830, 9831L, 9832H, 9833H, 9834B, 9836B, 9837C, 9838B, 98390, 9840E AND 9841E.

                                                                                                                                                                                                                                                                                                                   II. MANHOLES SHALL BE PRECAST 1070mn DIAMETER UNLESS OTHERWISE NOTED AND CONSTRUCTED                                       IN ACCOURDANCE WITH NOOSA
                                                                                                                                                                                                                                                                                                                    COUNC I L STANDARD DRAWl NGS NOS. 9822C, 9843, AND 9848A.


                                                                                                                                                                                                                                                                                                                    12. ACCESS COVERS TO BE 600 CLEAR OPENING "HAVESTOCK" DUCTILE LIGHT LIFT OR APPROVED EQUIVALENT.
                                                                                                                                                                                                                                          COI,t,jvN I rv
                                                                                                                                                                                                                                              CENTfli                                                               13. BEDD I NG DEPTH FOR P I PEL I NES LOCATED         I N SOFT OR SATURATED CLAYS SHALL BE                  I NCREASED TO A RANGE OF          150mn TO
                                                                                                                                                                                                                                                                                                                    300mn AT THE 0I RECTI ON OF THE SUPER I NTENDENT. 1 NV31 107/06               -   I II   -   2/1   -   31 I a I I I   -
                                                                                                                                                                                                                                                                                                                                                                                                                                              3/21


                                                                                                                                                                                                                                                                                                                                                                                                                           SEWER SETOUT TABLE
                                                                                                                                                                                                                                                                                                                        LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                   MH NO.            EASTING           NORTHING

                                                                                                                                                                                                                                                                                                                                                                   _15
                                                                                                                                                                                                                                                                                                                        EX I ST I NG CONTOURS                                                                          1/1          7280.893            4797.202
                                                                                                                                                                                                                                                                                                                                                                                                                       2/1          7326.397            4789.736
                                                                                                                                                                                                                                                                                                                        PROPOSED SEWER RET I CULAT I ON                                                                3/1          7406.992            4776.962
                                                                                                                                                                                                                                                                                                                                                                                                                       4/1          7431.297            4773.148
                                                                                                                                                                                                                                                                                                                        EX I ST I NG SEWER RET I CULAT I ON        -$-$-                                               5/1          7464.607            4773.323
                                                                                                                                                                                                                                                                                                                                                                                                                       6/1          7469.688            4802.845
                                                                                                                                                                                                                                                                                                                        EXISTING RISING MAIN                       -RH-RH-
                                                                                                                                                                                                                                                                                                                                                                                                                       7/1          7507.827            4796.848
                                                                                                                                                                                                                                                                                                                                                                                                                       8/1          7510.339            4812.823
                                                                                                                                                                                                                                                                                                                        PROPOSED RISING MAIN                       -..-..-
                                                                                                                                                                                                                                                                                                                                                                                                                       9/1          7517.023            4853.159
                                                                                                                                                                                                                                                                                                                                                                                                                       1011         7562.003            4846.118
                                                                                                                                                                                                                                                                                                                        ZONE OF I NFLUENCE (I.5m OR                                                                    1111         7618.472             4837.277
                                                                                                                                                                                                                                                                                                                        DEPTH OF SEWER EACH S I DE OF              ~fffY#            g$$:$                             1/2          7292.100             4772.712
                                                                                                                                                                                                                                                                                                                        MAINI                                                                                          2/2          7314.486             4719.034
                                                                                                                                                                                                                                                                                                                                                                                                                       3/2          7364.942             4711.007
                                                                                                                                                                                                                                                                                                                                                                                                                       1/3          7347.041             4763.971
                                                                                                                                                                                                                                                                                                                        CONSTRUCTED STAGES I A a I B
                                                                                                                                                                                                                                                                                                                                                                                     ,

                                                                                                                                                                                                                                                                                                                                                                                       I                               1/4          7332.125             4814.974
                                                                                                                                                                                                                                                                                                                                                                                                                       2/4           7333.905            4830.260
                                                                                                                                                                                                                                                                                                                                                                                                                       3/4           7341.812            4880.378
                                                                                                                                                                                                                                                                                                                        STAG I NG BOUNDARY                         ........
                                                                                                                                                                                                                                                                                                                                                                                                                       4/4           7347.281            4885.605
                                                                                                                                                                                                                                                                                                                                                                                                                       5/4           7426.143            4873.221
                                                                                                                                                                                                                                                                                                                                      NOTE                                                                             1/5           7302.000            4819.715
                                                                                                                                                                                                                                                                                                                                                                                                                       1/6           7301.534            4835.615
                                                                                                                                                                                                                                                                                                                                     I. ALL TEMPORARY END OF LINE MANHOLES                                             117           7410.760            4801.060
                                                                                                                                                                                                                                                                                                                                      ARE TO BE CONSTRUCTED WITH A STUB FOR                                            217           7421.871            4799.854
                                                                                                                                                                                                                                                                                                                                     FUTURE CONNECTI ON       .                                                        3/7           7425.755            4824.361
                                                                                                                                                                                                                                                                                                                                                                                                                       4/7           7386.263            4830.621
                                                                                                                                                                                                                                                                                                                                                                                                                       1/8           7440.855            4796.355
                                                                                                                                                                                                                                                                                                                                                                                                                       1/9           7427.377            4748.074
                                                                                                                                                                                                                                                                                                                                                                                                                       2/9           7391.660            4753.658
                                                                                                                                                                                                                                                                                                                                                                                                                       1/10          7479.944            4868.074
                                                                                                                                                                                                                                                                                                                                                                                                                       2/10          7456.697            4871.722
                                                                                                                                                                                                                                                                                                                                                                                                                       3/10          7455.563            4865.313
                                                                                                                                                                                                                                                                                                                                                                                                                       1/11          7536.168            4808.780
                                                                                                                                                                                                                                                                                                                                                                                                                       2111          7584.311            4801.243
                                                                                                                                                                                                                                                                                                                                                                                                                       3/ II         7618.414            4795.904
                                                                                                                                                                                                                                                                                                                                                                                                                       4/ II         7622.270            4789.532
                                                                                                                                                                                                                                                                                                                                                                                                                       1/12          7527.138            4751.244


~                                                                                                                                                                                                                                                                                                                                                                                                                      1/13
                                                                                                                                                                                                                                                                                                                                                                                                                       1211
                                                                                                                                                                                                                                                                                                                                                                                                                                     7578.877
                                                                                                                                                                                                                                                                                                                                                                                                                                     7258.368
                                                                                                                                                                                                                                                                                                                                                                                                                                                         4766.619
                                                                                                                                                                                                                                                                                                                                                                                                                                                         4860.448



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Consulting Engineers                                                                 1,500     10    5           0                10                    20    A1                                                                                                                                                                                                                                                                                             shoot 1 of 2she
development consultants, planners and surveyors
JF&PCONSUlTING ENGINEERS PlY.lTD. ABN n05O.1.036
                                                                                     1,1000
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                                                                                                                                                              A3                                                                                           E   STNJING IIOU<<loIRY ADDED                    01.12.Oe      SMII    NOOSA DOMAIN RETIREMENT VILLAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                      drawing number



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                                                                                                                                                                                  datum:      Al deriYed                 origin (BM)                       F   lOT 1oo,lOT 118 HCADDED                      18.04.a7      SMM
SUNSHINE COAST                     GlADSTONE                            00 NOT SCALE FROM THIS DRAWINO   -
                                                                                                             USE ONLY OIMENSlONSPROVIOEO _IF IN 00U8T PlEASE ENQUIRE
2.37-23; Br.dmen Avenue,
Marooc:hydore, Queensland. .558
                                   5;Goondoon Street,
                                   GIIIdstone, Queensland. <t88O         designed   .AI   COPYRIGHT C 200e JF & P CONSULTING ENGINEERS PTY. LTD.                                  .’m...t   rev\$klndetab                                    d...   InIl   G   PROPOSED RISING MA.N ADDED & Iti~ & 514 AI   14.05.a7      SMII
                                                                                                                                                                                                                                                                                                                                  COUNTRY CLUB VILLAGES PTY. LTD.                                                                                     M1717-S01                J
telephone (07)5443 2500            telephone (07).;722100
                                                                          dra...    .II   Tl-IIS OOOJMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY                                   A       0RIGtW.1SSUE                                            .AI    H   M.IIKllE COORDS AIIEHIlEll                   14.0II.a7
                                                                                                                                                                                                                                         28.2.08                                                                          rNlA
BRISBANE   -   JF&P l-blse                                                                                                                                                                                                                                                                                                                                                                                                                            file name
Cnr Ernest and Merivale SIrMta,
South Brisbane, Queensland. 4101
                                                                         checked    If    ~~n:~~:::O~;FI~~~~~~~I=~~TD.                                                              B       COUICI REVS.SOIHC8’S IIOYED TO IllS          2O.~0II    .AI    I   RtWl12 REAUGNEIl                             oo.OII.a7     GA      SEWER LAYOUT PLAN SHEET 1                      -
                                                                                                                                                                                                                                                                                                                                                                                                                                                          M1717-S01-S05.DWG
telephone (07)3844 71e1                                             5    approved              .....1....~....                                                                      C       ENlRAHCE RCWl MOVED, MIl 214110YED                             J   CONSTRIJCTB)STAGES_                                                                                                                                                                    date         28.2.06
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