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Development Application part 3

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                                                                     ~      ~.
                                                                                                         ROADWORKS PLANS
                                                                                                         M1717E 2

                                                                                                         M1717E 2
                                                                                                                         ROl
                                                                                                                         R02
                                                                                                                                     A

                                                                                                                                     A
                                                                                                                                                ROADWORKS LAYOUT PLAN
                                                                                                                                                ROADWORKS DRAINAGE LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                             PT             CHAINAGE
                                                                                                                                                                                                                                                                                                                                                     TEMPORARY SITE ACCESS ROAD

                                                                                                                                                                                                                                                                                                                                                                     EASTING               NORTHING              BEARING
                                                                                                                                                                                                                                                                                                                                                                                                                                    -
                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTROL LINE DETAILS

                                                                                                                                                                                                                                                                                                                                                                                                                                        RADIUS                TANGENT            DEF ANGLE               ARC-LEN


                                                                                                         Ml717E 2        R03         A          ROADWORKS TEMPORARY SITE ACCESS ROAD LONGITUDINAL SECTION                                                                                                                    IP1                0.000                1634.662              4141.045            343d2T30"                      -                    -                     -                     -


                                                                           ’"
                                                                           fh                            Ml717E 2                    A                                                                                                                                                                                       TC                49.258                1620.631              4188.264            343d2T30"                      -                    -                     -                     -



                                                                                                                         R04                    ROADWORKS TEMPORARY SITE ACCESS ROAD CROSS SECTIONS
                                                                                                                                                                                                                                                                                                                             IP2               54.892                1618.839              4194.319                    -                 10.000                 6.311             64d33’39"                 11.268
                                                                                                                                                                                                                                                                                                                             CT                60.526                1612.598              4195.291            218d53’51"                     -                    -                     -                     -




                                                                                                         SIGNS AND LlNEMARKING PLANS                                                                                                                                                                                         TC
                                                                                                                                                                                                                                                                                                                             IP3
                                                                                                                                                                                                                                                                                                                                               152.160
                                                                                                                                                                                                                                                                                                                                               160.611
                                                                                                                                                                                                                                                                                                                                                                     1521.414
                                                                                                                                                                                                                                                                                                                                                                     1511.588
                                                                                                                                                                                                                                                                                                                                                                                           4809.562
                                                                                                                                                                                                                                                                                                                                                                                            4811.110
                                                                                                                                                                                                                                                                                                                                                                                                               218d53’51"
                                                                                                                                                                                                                                                                                                                                                                                                                       -
                                                                                                                                                                                                                                                                                                                                                                                                                                              -




                                                                                                                                                                                                                                                                                                                                                                                                                                         10.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -




                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         -




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  90d02’19"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               -




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            15.115
                                                                                                                                                                                                                                                                                                                             CT               168.414                1513.142              4820.995             8d56’010"                     -                    -                     -                     -



                                                                                                         Ml717E 2        SLOl        A          SIGNS AND L1NEMARKING PLAN
                                                                                                                                                                                                                                                                                                                             TC                195.324               1511.313              4841.518             8d56’010"                     -                    -                     -                      -




                                                                                                                                                                                                                                                                                                                             IP4               203.112               1518.864              4851.386                    -                 10.000                 9.989            89d56’010"                 15.691
                                                                                                                                                                                                                                                                                                                             CT                211.020               1508.999              4858.949            219dOO’OO"                     -                    -                     -                      -




                                                                                                                                                                                                                     CAUTION !!
                                                                                                                                                                                                                                                                                                                             IP5              223.040                1491.121              4860.829            219dOO’OO"                     -                    -               Od06’09"                     -




                                                                                                                                                                                                    *                EXISTING SEWER 300                         & 37S           RISING MAINS.


                                                                                                                                                                                                                     CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK
                                                                                                                                                                                                                     ADJACENT TO SEWER RISING MAINS.
                                                                                                                                                                                                                              CONTRACTOR TO NOTIFY UNITYWAT~R PRIOR TO
                                                                                                                                                                                                                              WORK ADJACENT TO SEWER RISING MAINS.
                                                                                                                                                                                                                              CONTRACTOR TO PROTECT THESE EXISTING SEWER
                                                                                                                                                                                                                                  SING MAINS AT ALL TIMES. NO HEAVY EQUIPMENT
                                                                                                                                                                                                                              TO C             SS4’-IjIESE MAINS.
                                                                                                                                                                                                                              ANY DAMAGE TO THESE RISING MAINS WILL BE
                                                                                                                                                                                                                              RECTIFIED              Ir THE CONTRACTORS EXPENSE.




                                                                                                                                                                                                                                                      EXISTING 300               SEWER RISINGMAIN




                                                                                                                                                                                                                                                                                                                                                      I
                                                                                                                                                                                                                                                                                                                                                      J




                                                                                                                                                                                                                                                                   ROAD EDGE SETOUT TABLE                          -
                                                                                                                                                                                                                                                                                                                       LHS
                                                                                                                                                                                                                                                                   EENIE CREEK / ACCESS ROAD

                                                                                                                                                                                                                                                                     PT No.        TYPE    EASTING     NORTHING    LEVEL
                                                                                                                                                                                                                                                                        1          KTP     1621.538    4141.110    3.910
                                                                                                                                                                                                                                                                        2          KTP     1624.431    4148.494    4.025
                                                                                                                                                                                                                                                                        3          KTP     1626.549    4150.905    4.106
                                                                                                                                                                                                                                                                        4          KTP     1621.549    4153.953    4.153
                                                                                                                                                                                                                                                                        5          KTP     1621.551    4153.914    4.153
                                                                                                                                                                                                                                                                        6          KTP     1621.211    4151.148    4.101




                                                                                                                                                                                                                                                                     ROAD EDGE SETOUT TABLE                         -   RHS
                                                                                                                                                                                                                                                                     EENIE CREEK / ACCESS ROAD
                                                                                                              OVERALL LAYOUT                                                                                                                                           PT No.       TYPE    EASTING     NORTHING LEVEL
                                                                                                                                                                                                                                                                                                                                                                                        TEMPORARY ACCESS ROAD LAYOUT DETAIL
                                                                                                                                                                                                                                                                            1       KTP     1632.314    4151.529    3.991
                                                                                                                                                                                                                                                                            8       KTP     1633.140    4154.880    4.065
                                                                                                1:500                                                                                                                                                                                                                                                                                         1:250
                                                                                                                                                                                                                                                                            9       KTP     1635.982    4152.914    4.145
                                                                                                                    10   15    20   25            (A1)1:500                     50                                                                                                                                                                                                                              o      2.5      5       7.5       10   12.5         (A1)1:250                  25
                                                                                                                                                                                                                                                                            10      KTP     1638.181    4151.906    4.219
                                                                                                                                                 (AJ)1:1000                                                                                                                 11      KTP     1641.166    4151.995    4.212                                                                                                                                           (A3)1:500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                        LAN:             ISSUE:
                                                                                                                N             1:1000              THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE

...                        BRISBANE        SUNSHINE COAST                                                                                                                                                                                                                                                                                      ROADWORKS                               -
                                                                                                                                                                                                                                                                                                                                                                                           LAYOUT PLAN                                                                                M1717E 2 R01                                       A
                                       -                        -
                                                                    CENTRAL QLD   PLANNERS                                                            10       20       30       40       50             (A1)1:1000                  100
--                                                                                                                            Al

-_’dFEBP
                                                                                                           C)
                                                                                  URBAN DESIGNERS                                                                                                                                                                                                                                                                                                                                                                                   LOCAL AUTHORITY REf:                                      :i
                           BRISBANE                                                                                                                                                                      (A3)1:2000
                           JFP House. 76 Ernest Street,                                                                                                                                                                                                                                                                                                                                                                                                                               SUNSHINE COAST REGIONAL COUNCil
                                                                                  SURVEYORS                                              DO NOTSCAL.t FftOM THIS DIIA-WING. VSfi ONLY DIMENSIONS 1’tI000DEO .IF IN DOUIT ’lEASEENOI."RE

                           South Brisbane Qld 4101                                ---
                                                                                                                                                                                                                                                                                                                                               NOOSA DOMAIN PTY. LTD.
                                                                                                                                                                                                         ~~~S!:1 0~::~~6 ::;:0 ~~~
                                                                                                                              APPROVED                                                                                                                                                                                                                                                                                                                                              COUNCil REf:
__                         P 07 3844 7161 W www.Jfp.comau                         ENGINEERS                                                                                  OH."cI(INNEY          ’lJ
                           JfPl’R’ANCON’UI1ANT,P"rY lTD                           lANDSCAPE ARCHITECTS                                   A.~                                     RPEQ5087
                                                                                                                                                                                                                                                                                                                                               PROPOSED DEVELOPMENT AT                                                                                                                OPW12/0095
URBANe 0 N S U L TAN T S                                  A(N.O’041404’
                                                                                                                              ;;-~~~-;~;-;;~;~~~T~~-;;~~-
                                                                                                                                                                                                                                          CHECKED   AOF    A     ORIGINAL ISSUE FOR COUNCil                          23/08/13       DPC
                                                                                                                                                                             O:~~                  O:~~~                                  DATUM:AHO       ISSUE: DETAlLS:                                               DATE:       INIT:
                                                                                                                                                                                                                                                                                                                                               NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2                                                                                              FilE NAME:         ROAO.DWG

                                                                                                                                                                                                                                                                                                                   COf’VItKoIfT C 2011 J’’’UAQANCUll.t.NT) PTV lTO   lHISOOCtJMfN’T MAY NOIIIlCOPIEOOllIAANSMm(O IN ANY fOAM 011 lilY ANY MEANS IN PART 011 IN WHOLl wtffiOUl TH[ WltlnlNCOHSlNT Of Jfl’ Ultll.t.NCONSUllAN   I"ll’ tm


[OCR of page images]
 

 

 

ROADWORKS PLANS TEMPORARY SITE ACCESS ROAD - CONTROL LINE DETAILS

 

 

 

 

~~
Ss hy M1717E 2 RO1 A — ROADWORKS LAYOUT PLAN
; N US | TAN -LEN
a s MI717E 2 RO2 A ROADWORKS DRAINAGE LAYOUT PLAN PT CHAINAGE | EASTING | NORTHING | BEARING | RADIU GENT | DEF ANGLE | ARC-LE
< a ww M1717E 2 RO3. =A ROADWORKS TEMPORARY SITE ACCESS ROAD LONGITUDINAL SECTION P1 0.000 7634.662 | 4741045 | 343d27'30" - : - -
Ss M1717E 2 R A ROA TEMP. TC 49.258 | 7620.637 | 4788.264 | 343d27'30" - - - -
ee a ” CAD WORKS TEMPORABY SITE RECESS ROAD CROSS SECTIONS 1P2 54.892 | 7618.839 | 4794.319 - 10.000 6.317 | 64d33'39" | 11.268
a — cT 60.526 | 7612598 | 4795.297 | 278d53'51" - - - -
‘| oa TC 152.760 | 7521.474 | 4809.562 | 278d53°51" - - - -
S| es Sl G NS AND LI NEMARKING PLAN 5 1P3 160.617 | 7511588 | 481.110 ~ 10.000 10.007 | 900219" | 15.715
——— ———= M1717 2 SLO1 A SIGNS AND LINEMARKING PLAN te beet pa oe oe = - =
; Ph 203.172 | 7518.864 | 4857.386 : 10.000 9.989 | 89d56'010" | 15.697
CAUTION II CT 211.020 | 7508.999 | 4858.949 | 279400'00" - - - -
eS IPS 223.040 | 7497.127_ | 4860.829 | 279d00'00" - - 0406'09" -

 

 

 

 

 

 

 

 

 

 

 

 

 

* EXISTING SEWER 3009 & 3759 RISING MAINS.

 
 
  
  
 
 
 
 
  
 
 
 
  
 
 
  
     

CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO WORK

ADJACENT TO SEWER RISING MAINS.

* — CONTRACTOR TO NOTIFY UNITYWATER PRIOR TO
WORK ADJACENT TO SEWER RISING MAINS.

CONTRACTOR TO PROTECT THESE EXISTING SEWER

—.RISING MAINS AT ALL TIMES. NO HEAVY EQUIPMENT
TO CROSS THESE MAINS.

« ANY DAMAGE TO THESE RISING MAINS WILL BE
RECTIFIED AT THE CONTRACTORS EXPENSE.

 

 

 

 

 

EXISTING 375 @ SEWER RISINGMAIN

   

TS

 

EXISTING 300 @ SEWER RISINGMAIN

    

1 4 i a —=" fF |] TRUCK SHAKEDOWN
} / fp for | | | ff 3 —REFER DETAIL DWG |

| f ] MITITE 2 ROZ 7 REFER TEMPORARY ACCESS ROAD

/ LAYOUT DETAIL

 

 

EENIE CREEK / ACCESS ROAD

PT No.| TYPE | EASTING |NORTHING| LEVEL
KTP | 7621.538 | 4747.110 | 3.970
KTP | 7624.431 | 4748.494| 4.025
KTP | 7626.549 | 4750.905 | 4.106
1627.549 | 4753.953 | 4.153
KTP | 7627.551 | 4753.974 | 4.153
KTP | 7627.271 | 4757.148 | 4.107

 

 

 

auruns
x
4
7

 

 

 

 

 

 

EXISTING EDGE LINE

 

ROAD EDGE SETOUT TABLE - RHS
EENIE CREEK / ACCESS ROAD

 

 

 

OVERALL LAYOUT PT No. TYPE | EASTING [NORTHING] LEVEL TEMPORARY ACCESS ROAD LAYOUT DETAIL
ye (naga tas 2a
1:500 RIE lietacaee | guerre lie: 1:250
o_5 10 15 20 25 (A1) 1500 50 % a reaaaey Met ane pet O25 5 75 10 125 (At) 1260 25
(A3) 1:1000 ™ "1 KTP | 7641766 | 4751.995 | 4.272 (A3) 1:500

 

 

 

 

 

 

 

 

 
 

DETAILS:

  
  
  

enn

    
    
   

  
  
 

1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE PROVECT: Ay GUE E
>> BRISBANE - SUNSHINE COAST. CENTRAL C Rs 010 20 30 40 60 (At) 1:1000 100 ROADWORKS - LAYOUT PLAN M1717E2 RO1 A
= Al SS SSS lea aomonny ae

  

SUNSHINE COAST REGIONAL COUNCIL}?

   
  
  
   

     
  

 

  
  
  
     

 

       

 

mee

 

 

 

 

 

(0 NOT SCALE FROM THiS DRAWING USE ONLY CIMENSIONSPROMIED- FIN DOUBT PLEASE ENQUIRE NOOSA DOMAIN PTY. LTD.
Se a non ee ea ones SE “Spw12/0095
. ‘RPEQ S087 'RPEQ S691 'RPEQ 6086 | DRAWN
DE PROPOSED DEVELOPMENT AT
URBANCONSULTANTS 8 yn P AP —— ASL 4 cneceto [ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 23/08/13 | DPC
Fonnooneenaror rouneanconsaranrsrv ir — Onpraaoce  Clpecrsoso SMENe |welel SaTALS pare. Twi, | NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 FILE NAME: ROAD.DWG

 

 

 

 

 

 

 

 

TCOMRIGNT © 701A IP ORGAN CONSULTANTS PTV LTD THIS DOCUMENT MAY HOT BE COPIED OF TRANSMITTED IV ANY FORM OR BY ANT MANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF FF URBAN CONSULTANTS FTV ITD

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