OPW14/0165.01 Approved Plans

Page 2

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

  
  
 
   
   
     
       

  

DEMOLISH WALL
\

\

- DEMOLISH PIT

    

 

“DEMOLISH PIT
REMOVE KERB AND CHANNEL

“oN Se

r REMOVE EXISTING FENCES WHERE
j« AFFECTED BY THE WORKS
RR) OK \ a -

 

 

EXISTING CONCRETE
PAVEMENT TO BE RETAINED

 

 

     
   
 

 

REFER LANDSCAPE ARCHITECT'S ~
PLANS FOR DETAILS OF
TREE/VEGETATION CLEARING

 

 

- NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 
  
  

 

 

 

RETAIN EXITING MANHOLE. REFER
SHEET C03 AND HYDRAULICS PLANS

 

REFER TO ARCHITECT'S PLANS
FOR DETAILS OF DEMOLITION
WITHIN AND ADJACENT TO

     

Qs \
SSS NDEMOLISH PIT
RQKQQQQa

         
    
 

        
  
 

 

 

 

 

 

< Qs RN
LEGEND EXISTING BUILDING e é XV SV
Z C \
EXISTING BITUMEN EDGE j B ‘ \

EXISTING KERB

pa EXISTING PATH

EXISTING STORMWATER LINES

— v——o—— v —— EXISTING OVERHEAD POWER LINES/POLE
EXISTING U/G POWER LINES

   

sw

 

 

 

WINSTONS OSS
WA S/S

 

 

 

 

SW

 

 

 

 

 

 

TRA ATTATA TTT TTT TT T TT TT TTTTTTTTT

 

 

 

—— 1 —=s— 1+ —— EXISTING TELSTRA PLANT f / DEMOLISH PIT ; DEMOLISH PIT \
w—w EXISTING WATER MAIN j | Lu \
s s EXISTING SEWER KOK ABRES \
ve oe ee EXISTING VEGETATION ‘el Pio Lit Litt Whe \,

 

  
  

 

 

 

11. __ EXISTING SURFACE BATTERS ! j

 

 

EXISTING CONCRETE PAVEMENT OR ' f
FOOTPATH TO BE REMOVED

       

 

RQAAL
QQHWAAAY
XN NX XX ~
MRR

    

 

SQXOXOXY
RETAIN EXISTING PHONE RA
CONDUIT FOR REUSE SOS

 
   
  

 

SOQ) ___ EXISTING ASPHALT SURFACING AND
SOQ) ADJOINING KERBS TO BE REMOVED I 1

   

NX
LQQO
CARA RRR
MQQ nna MXQ_0v0—~_v, \
~

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RQQAAVAS RQQAAQRLO

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DEMOLISH AND REMOVE
EXISTING SIGN AND POSTS.

     

 

      
 

 

 

SN EXISTING STRUCTURE TO BE
\ laa ~ DEMOLISHED BY BUILDING
ar CONTRACTOR.

 
 
    

NOTES:

1, EXISTING STORMWATER PIPES TO BE ABANDONED.
UNLESS SHOWN OTHERWISE.

2. ABANDONED PIPES TO BE PLUGGED WITH CONCRETE
AT EXISTING PITS.

CLEARING NOTES:
1. REMOVAL OF VEGETATION TO BE LIMITED TO
AREAS AFFECTED BY THE WORKS.

 
 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a a = —— a E - i) NE — 2. REFER TO LANDSCAPE ARCHITECT'S PLANS
FOR FURTHER DETAILS.
he DEMOLISH AND REMOVE
> € EXISTING FENCE. ee aS 4 \
= - = " os 1
* eo _* \ 0 2 4 6 8 1012m
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COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale [Sheet Size|
ecm. macte | GRAYPUKSAND SUNSHINE COAST TOD D Hopoot G Jackson PROPOSED CAR SHOWROOM CAR CIVIL WORKS DEMOLITION [as syown) At
between Tod i if

Conaling ty i (e) andi MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE /|PLAN Drawing Number
Used for this specite project, consulting engineers ‘Approved RPEQ No 41 - C02
‘his craning shat rot be used [13/11/14 ADDED CAR PARK, LEVELS AMENDED [DWH , ose: 07 5449 9600 D Reyno| 9072 ee AL AUTHORITY NOOSA COON 3606:
Foe na tikes |B B0/05/14| AMENDED FOR OPW APPROVAL bwH _|Skyline Surveyors Surin Gout 07 829 100 Macay07 40 2387 Signi Date MCU APPROVAL — MCU13/0153 HORIZ DATUM o 1 7 3% 4 Sheet Revision
‘esved for inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omertiase BENE or, enaires@todconaating com wna tosoonsdting com 20 Nov 2014 ROLAPPROVAL N/A VERT DATUM AHD PSM52588 (bob lababll) 2 of 17 |C
revision description. Rev|Date [Revision Description [Drawn | warana‘at 4575 BP ee ABN $9 128 805 398 OPWAPPROVAL TBA RL [MEASUREMENT BAR - INCREMENTS IN mn

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OH

 

Page 3

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

SS

ABANDON EXISTING STORMWATER
PIPES FOLLOWING COMPLETION OF
PAVEMENT CONSTRUCTION. REFER
TO SHEET C13

 

 

 

“~

RETAIN AND MODIFY EXISTING ~
MANHOLE. REFER TO
HYDRAULICS DRAWINGS
> 5

 

LEGEND : é

  

 
    

 

 

 

 

 

 

 

RP BOUNDARY

DISCHARGE FROM TANKS TO
CONNECT TO CATCHPIT 1/A.
REFER TO HYDRAULICS
CONSULTANT'S PLANS.

IRRIGATION CONDUIT

 

 

 

 

 

 

® A,
MATCH PAVEMENT
\S SMOOTHLY TO.

\ EXISTING M/H COVER

 

 

 

    

 

  
  

\.

  

NEW 1.5m WIDE CONCRETE
_ FOOTPATH. REFER SHEET C11

AND STD DWG SEQ R-0065
1 1 1 L L

  
  
 

CONDUIT

 

 

 

 

 

 

 

 

 

EXISTING BITUMENEDGE €
EXISTING KERB

EXISTING PATH

EXISTING STORMWATER LINES

EXISTING OVERHEAD POWER LINES/POLE

EXISTING SEWER MAINS.

EXISTING U/G POWER LINES.

EXISTING TELSTRA PLANT

EXISTING WATER MAIN

EXTENT OF CIVIL WORK

FINISHED SURFACE CONTOUR MAJOR

FINISHED SURFACE CONTOUR MINOR fh

KERB AND CHANNEL TYPE B1
—= KERB TYPE B2 (MODIFIED REFER SHEET C11)
PROPOSED STORMWATER LINE
PROPOSED 100% IRRIGATION CONDUIT (PVC.

 

 

 

 

STORMWATER PIT LEGEND

LIP IN LINE CATCHPIT -

MANHOLE -

FIELD INLET TYPE 2

REFER IPWEA STD DWG D-0063
REFER IPWEA STD DWG D-0010

REFER IPWEA STD DWG D-00 AND NOTES SHEET C07

 

 

 

 

 

 

  
 

NEW CONCRETE FOOTPATH. >
RAISE FH COVER TO SUIT

 

  

 

\ JOIN SMOOTHLY TO
EXISTING FOOTPATH

 

 

 

OPW14/0165.01 9 DEC 2014

NOOSA COUNCIL
APPROVED PLANS

 

 

   

IRRIGATION)

 
  

   
   
  
   
  
 
 
 
 

_7 REFER TO ELECTRICAL DRAWINGS FOR
LOCATIONS OF U/G ELECTRICAL SERVICES.
INDICATIVE LOCATION SHOWN

 

400mm HIGH CONCRETE
MASONRY WALL. TOP OF
WALL RL 12.30

ENERGEX PADMOUNT
TRANSFORMER SITE. REFER TO
SHEET C11, ENERGEX DWG 6229-A4
AND UNDERGROUNG DISTRIBUTION
CONSTRUCTION MANUAL SECTION
C3-PADMOUNT TRANSFORMER SITES
FOR FULL DETAILS OF THE SITE.

“JOIN SMOOTHLY TO EXISTING FOOTPATH

‘NEW CONCRETE FOOTPATH
CROSSING. REFER SHEET C11
& STD DWG SEQ R-0051.

0 2 4 6 8 10m
re ee ee
SCALE 1:200@A1 - 1:400@A3

HYDRAULICS/ELECTRICAL SERVICES LEGEND
PROPOSED ELECTRICAL CONDUIT

EXISTING PHONE CONDUIT TO BE RETAINED
PROPOSED WATER SERVICE/FIRE SERVICE
PROPOSED ROOFWATER LINES

 

E

 

——e

 

1

 

—T

—— w—w

 

—— rw rw

 

REFER TO GREEN LEAF ENGINEERS DRAWING
FOR COMPLETE DETAILS OF ROOF DRAINAGE,
PLUMBING AND ELECTRICAL SERVICES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CLASS SN8)

COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size
ee eee GRAVPUKSAND SUNSHINE COAST TO D DHopeot___|G.lacizon_| PROPOSED CAR SHOWROOM CAR CIVIL WORKS GENERAL —|ag cuownl ad
agreement between Tod esign eriti
Consulting pty Ite (te) and tc's D Hopcott kson Drawing Number

ergata, MAZDAVHYUNDA! p G Jacksor PARKING AND STORMWATER DRAINAGE | ARRANGEMENT SHEET 1 .
lent. This drawing shall only be ; .
ed for thi fic project. consulting engineers ‘Approved RPEQ No .
see Torn peste C __[i3/11/14| ADDED CAR PARK, LEVELS AMENDED DWH Noosa: 07 5448 9600 D Reyngyls 9072 focaL AUTHORITY NOOSA COUNCIL 13606- C03
This drawing shall not be used ; sunshine ¢ " 2
Tes Srawing shat ot bewuses [B _bo/0s/14[ AMENDED FOR OPW APPROVAL bwi _|Skyline Surveyors Sustine Goa 07 5203190, Mahay: 0748402507 Signe, Date MCU APPROVAL MCU13/0153 HORIZ DATUM o 10 6 Sheet Revision
‘peved for construction in the [A___ 04/04/14] ISSUE FOR APPROVAL DWH | sutes,omerrase BEN, enquiries @todeonsuling com wn todcansuting com Noy 2014 ROLAPPROVAL N/A VERT DATUM AHD ~—PSM52588 Dbl) 3 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm

 

 

Page 4

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

  
     
 
 

 

REFER SHEETS C14 & C15
FOR DETAILS OF THIS AREA
\ NON

         
   
    
 
 
  
  
   

REFER SHEETS C14 & C15
FOR DETAILS OF THIS AREA

  

 

 

 

   
 

     

     
 

The-f--- ELS
| JOIN TO EXIST M/H. PLU
REDUNDANT PIPES

 

ye

JOIN SMOOTHLY TO EXISTING KERB

 

 

   

 

 

 

 

 

y- MATCH PAVEMENT
>\. SMOOTHLY TO \ ~~ _—
EXISTING M/H COVER

OS

 

NZ

\

\ - SO
/ STORMWATER 360 19 CARTRIDGE
/ STORMFILTER SYSTEM IN [email protected] TO MANUFACTURER'S SPECIFICATION
an

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3700 LITRE UNDERGROUND ~“ |
PRECAST REINFORCED HOLDING lo |
TANK FOR CAR SERVICE AREA, | je kt s
REFER TO HYDR. ENG. DETAILS. }

 

 

 

o NOTE:
| o ; ABANDON EXISTING STORMWATER ROOF WATER DOWNPIPES MUST

“ PIPES FOLLOWING COMPLETION OF
PAVEMENT CONSTRUCTION. REFER CONNECT TO STORMWATER PIT 6/A

TO SHEET C13.

» i

NT

4 MATCH PAVEMENT ~

SMOOTHLY TO
EXISTING M/H COVER |
ios

= 4 ° °

J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 

  
    
   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RW
LEGEND
EXISTING BITUMEN EDGE STORMWATER PIT SETOUT
EXISTING KERB
EXISTING PATH 0 2 4 6 8 10m Point No | PIT No | Easting | Northing | yee ptiON POINT
sw—— sw EXISTING STORMWATER LINES Dt
— PP EXISTING OVERHEAD POWER LINES/POLE SCALE 1: 200 @A1 - 1: 400 @AS 1500 1/A | 572.406 | 5242.808 0.000
s s EXISTING SEWER MAINS 1501 2IA | 584.742 | 5246.950 10.990
e e EXISTING U/G POWER LINES
+ 51+ — EXISTING TELSTRA PLANT HYDRAULICS/ELECTRICAL SERVICES LEGEND 1502 SIA __| (611.811 | 5269.144 10.870
w—w EXISTING WATER MAIN ——: e PROPOSED ELECTRICAL CONDUIT 1504 4IA_| 617.098 | 5304.564 10.830
sous G44G444- EXTENT OF CIVIL WORK STORMWATER PIT LEGEND ——1 t EXISTING PHONE CONDUIT TO BE RETAINED 1505 5/A | 614.267 | 5330.590 10.700
3.0 FINISHED SURFACE CONTOUR MAJOR —w—w PROPOSED WATER SERVICE/FIRE SERVICE
1506 BIA 587.632 | 5327.936 10.593
------------- FINISHED SURFACE CONTOUR MINOR he LIP IN LINE CATCHPIT- REFER IPWEA STD DWG D-0063 —— Ff — RW—— PROPOSED ROOFWATER LINES
1507 1B 554.590 | 5322.514 10.515
KERB AND CHANNEL TYPE B1
Tn —KeRB TYPE B2 (MODIFIED REFER SHEET C11) MANHOLE - REFER IPWEA STD DWG D-0010 REFER TO GREEN LEAF ENGINEERS DRAWING 1508 | 28 | 562873 | 326.080 10.450
FOR COMPLETE DETAILS OF ROOF DRAINAGE, 1509 7A 506.014 | 6326557 to711
ee PROPOSED STORMWATER LINE FIELD INLET TYPE 2 REFER IPWEA STD DWG D-00 AND NOTES SHEET C07 PLUMBING AND ELECTRICAL SERVICES. ; : .
PROPOSED 100@ IRRIGATION CONDUIT (PVC. 1510 BIA | 585.769 | 5322.469 10.865
CLASS SNB) 1511 9A 570.590 | 5308.701 11.138
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale [Sheet Size|
Taderraeetiet GRAYPUKSAND SUNSHINE COAST TOD Diiopeot ___|Guacison __ | PROPOSED CAR SHOWROOM CAR CIVIL WORKS GENERAL [ag cuownl ad
agreement between Tod esigne ‘erifie
Cenang iy a) andi MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |ARRANGEMENT SHEET 2 Drawing Number
cient, Ths craving shall only be , -
Used for this specific project. consulting engineers ‘Approved RPEQ No 1 - C04
7 RR EVES TENSES cranes DReyypys 072 Samo Coe 3606
ee a eeepc, [B__p0/06/14| AMENDED FOR OPW APPROVAL pwH __|Skyline Surveyors Sunshine Coast: 075329 8180, Mackay: 07 $840 2337 Signe; Date MCU APPROVAL — MCU13/0153, HORIZ DATUM 0 19 30 40 so Sheet Revision
‘gsved for construction inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omerrase BEN, sraier@todcoaatng com i todeosdting com 2014 ROL APPROVAL N/A VERT DATUM AHD  PSM52588 Fn ere ere A A 4 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm
7

 

Page 5

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

STRUCTURE
<= =< =< =< = = es =< = = o o = ea). 2 a w a x< x x > x
NAME S| 8 a 3 ale odie] 3] al Ss} SE sle SESE S| A] Ss} SF] S| = a| Ss} S| 8
S Ss |5 s |s s(t is |v & e
iG G & & 2 2 5 2 2 2 2 |v S 5 a & &
Z| 2 Zz 2 >| >le ZI |e |e >Je 5/8 zleeale le Sf s] 2 Zz 2 Sxl 2 NOTES:
als als al2 als a5 SS el? wlS ula ae ih SB sSle =l2 el@ 2] ale =] 39 a) alk 2] o
STRUCTURE Fe rd a)y ele ale al@ Se af gifs) Be Sle sle(sie s\6 Ele ©) gla =) 2 Z| zja t] a2 ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
DESCRIPTION ele tl/e els ele Zz g|2 $/S$2/6 2/6 co] ZIE Zl eZlEsel2 Gl sl2s6) Sle S| gs =} 218 8) §& SPECIFICATION AND TO THE STANDARDS OF, AND TO THE
Sle Sle Sle Sla = Z/5 Z/Zsk\e =\e 2 315 2/5 SZ/S$2)5 Si< = Zez Sle ¢ ain alo ale S sis APPROVAL OF THE LOCAL AUTHORITY AND THE ENGINEER.
sje Sle Sle Sie “|e Fle SISHolS als ¥ 2le Ze Fle (Fle Sie SlSse sje se sla sla ofS & Ele 4 Ay
siz Sie siz siz Sis slz 5l5snlS SIS s] SiS SIS SIS(SIS Sle Blass] S|B S$] SE Slr ale 8 sit REFER TO SHEET 1 FOR STANDARD DRAWING SCHEDULE.
a Ze sae THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING
SERVICES BEFORE COMMENCING WORK AND IS TO REPORT ANY
DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING.
STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON
THE PLAN AND UNLESS OTHERWISE SPECIFIED TO BE MIN. CLASS
°2" PIPE IN A MIN. CLASS "B" BEDDING. PIPES UP TO 600 DIA. ARE
TO BE RUBBER RING JOINTED AND OVER THAT SIZE ARE TO BE
EITHER RUBBER RING OR EXTERNAL BAND JOINTED. THE TYPE OF
PIPE PROPOSED TO BE USED SHALL BE APPROVED IN ADVANCE BY
THE ENGINEER,
MANHOLES ARE TO BE THE SIZES SHOWN ON THE PLANS WITH
CLASS D CAST IRON LIDS. PRECAST SYSTEMS MAY BE USED IF
5 x x APPROVED IN ADVANCE BY THE ENGINEER.
Ss & 2 23
ao Se Sa Ge CATCHPITS ARE TO BE OF THE TYPE SHOWN ON THE
a8 Z\/< 2\< ge LONGITUDINAL SECTIONS WITH PRECAST COMPONENTS AS
DRAULIC RARE LINE als ae we “le SHOWN ON THE STANDARD DRAWINGS.
o|— & a\5 2 x x
FINISHED SURFACE )2 = T x5 2 8 UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL
| & a STORMWATER DRAINAGE WORKS ARE TO BE IN ACCORDANCE
Uy hi ake 2|A WITH THE QUEENSLAND DEPARTMENT OF TRANSPORT
pS a9 SPECIFICATION MRS11.03 (DRAINAGE, RETAINING STRUCTURES
-————_-_ ais 0 AND PROTECTIVE TREATMENTS).
t———__}.
LL | ALL STORMWATER PIPES ARE TO BE PEGGED ON THE GROUND
ty | AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
(O temo ig +
{ tH ALL GRATES CLASS D (HEAVY DUTY) SMALL GAP SUMP GRATES
mm CLASS D IN ACCORDANCE WITH AS 3996
REFER TO STANDARD DRAWINGS FOR PIT INSERTION POINT
LOCATIONS
Ul . ALL CATCHPITS ARE TO BE PROVIDED WITH ENVIROPOD GULLY PIT
INSERTS
PIPE SIZEmm (Class) 375{2) 450(2)__|525(2)| 52512) | 5251 0012) |_30012), 30012) | 30012) | 3001 . FIELD INLET PITS TO BE PROVIDED WITH ENVIROPOD GULLY PIT
: RCP RCP RCP se RE ae RCP RE RP AR INSERTS AND HAVE. GLASS D (HEAVY DUTY) SMALL GAP SUMP
PIPE SLOPE 1 in X 200.00 200.00 _ | 150.99 | 163.00 | 113.85 46.98 |_80.98 193.96 | 195.33 | 164.05
LENGTH m 35.006 27.218 __| 3.018 | 3.260 120.493 9.396 | 26.294 9.117, | 3.160 | 3.281
WATER LEVEL a) 8 & gg} Ss ]sog] so) og) oS} Bt og} 6oSf¢ sl 8} 8) 8] 8} 8} 3) 8) a 8 8
IN STRUCTURE e| 2 2 a a os} a} of es} ef a & sloet oe] Re} st or} oe ee ee)
2 Ss s - =
ee ed ae se 88 ae gf 5/8 gle als gla al ele a/8 Siecle sis 38 8] Ble 88 38 «BIS 8] EIS BB
GRADE LEVEL ele ele a|s ale ale a|8 Zia alg 2l2 2] ala Sle ayesAie ale Ao A) ele jk als alee} ale ale
PIPE FLOW 0.081 0.250 | 0.382 | 0.382 | 0.382 0.064 | 0.064 0.041 | 0.081 | 0.081
(Cumecs)
TY
PIPE CAPACI 0.124 0.201 | 0.366 | 0.352 | 0.421 0.161 | 0.107 0.091 | 0.094 | 0.075
AT GRADE (Cumecs)
2 ol sls <|= t ale slx ule ale ale 2 am = ele a ze
DEPTH TO INVERT B85 g/g BR o8/R 6RIB SIS BIR BIB E] OR BIS SIS (RB SIS S/R 8] «8 8) 6S ORS] ORE
N ails Ala Nin Ala Sli Slam mim Sle om - Bla oa eS SlS Slaw os = sla 6 a=
INVERT LEVEL 8 gis SIs 3/8 ale sis sls sis sls 8 esis 8 2 gle slg 8 32 $ ais s 83
2 s/s 3/8 3/S 35 AIR BIR SIS SIE Ss 2 sik $ SRR als & Ba = Blk B Sa
OF DRAIN ae ale ale als sla slo ale cin cin & a alo os ZAP AS Ss ee = ale 3 33
DESIGN SURFACE el os e 5 e o| sl wl ef ef wt es al? ol ml ml cf al al oe e| af +] e NOOSA COUNCIL
=| = S Ss) 8} Ce} OB} oS} OB) a} OS) 6S] Sp Se] 8} 6S} 68] 6) 8) 6 a| S| 8) &
LEVEL =] = < 2 2 s} | s| =! gs} el es e}( as] sl} sl af sf af a s}| e| al & APPROVED PLANS
DISTANCE ALONG al = 5 asa a a al al al el el elf el el cl al el el el oc] al al OPW14/0165.01 9 DEC 2014
DRAINLINE S| = 3 zg} ee} Ss] } So] StS] e] oye Ss} os] os} oe] oS) os 2] a} Ss} 8
LINE B D E xX Y
© 10 20 30 40 50m
HORIZ. 1:1000 @ A1 - 1: [email protected] 1 2 3 4 5m
VERT 1:100 @A1-1:200@A3
_ COPYRIGHT © Associated Consultants Client Project Drawing Tite Scale Sheet Size
Taam GRAYPUKSAND SUNSHINE COAST TOD PROPOSED CAR SHOWROOM CAR CIVIL WORKS STORMWATER| as sown! a1
agreement between Ted
Ceneuting pty te) and es MAZDA/HYUNDAI PARKING AND STORMWATER DRAINAGE |DRAINAGE LONGITUDINAL  [orsning number
i ng shall ony be
caer ms cramogsnalco®*1 5 26/1171) DETENTION TANK, STORMFILTER | DWH consulting engineers De LOT 1 RP aaa SECTIONS 13606- C07
: c 13/11/14 ADDED CAR PARK, LEVELS AMENDED | DWH LOCALAUTHORITY NOOSA COUNCIL
This ceaning shal notte used [gfp0/05/14 AMENDED FOR OPW APPROVAL pwn |Skyline Surveyors onsen eat MCU APPROVAL MCUI20153 HORIZ DATUM . 0 sy 0 8 Sheet Revisior
‘issued for construction’ inthe |A 01/04/14 ISSUE FOR APPROVAL WH ; erquresét ‘wire tadeorstng com ROL APPROVAL NA IVERT DATUM AHD =PSM52588 7 of 17 D
revision description. Rev] Date | Revision Description Drawn fer bie OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS Nem

 

 

 

Page 6

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

 

14

 

 

 

 

EUMUNDI NOOSA ROAD

 

SECTION X-7

20.00
DISTANCE

3g
3
a
&

 

 

EUMUNDI NOOSA ROAD

 

 

 

 

 

 

 

 

SECTION X-6

20.00
DISTANCE

40448

 

 

 

EUMUNDI! NOOSA ROAD

 

 

 

 

 

 

 

 

 

20.00
SECTION X-5

DISTANCE

 

 

 

 

 

 

SECTION X-3

DISTANCE

 

 

 

 

 

 

SECTION X-4

DISTANCE

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 

0 05 1.0 1.5 2.0 2.5m
re ee ee

VERTICAL
SCALE 1:50 @A1-1: 100 @A3

o 1 2 3 4 5m
bot | jj)

SCALE 1:100 @ A1 - 1: [email protected]

LEGEND
-—— EXISTING SURFACE

DESIGN SURFACE

 

 

 

a

EFER TO TYPICAL SECTIONS SHEET C09

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Foo 37.23
foo 20.00 37.23 SECTION X-2
SECTION X-1 DISTANCE

COPYRIGHT © ‘Associated Consultants Client Drawn! Verified Project Drawing Title Scale [Sheet Size|
og GRAYPUKSAND SUNSHINE COAST TO D DHopeot___|G.lacizon_| PROPOSED CAR SHOWROOM CAR CIVIL WORKS CROSS AS SHOWN! Af
agreement between Tod esign eriti
Cenang ya) andi MAZDA/HYUNDAI D Hopeott G Jackson PARKING AND STORMWATER DRAINAGE |SECTIONS SHEET 1 Drawing Number
lent. This drawing shall only be ; .
Used for his specific project consulting engineers ‘Approved RPEQ No o 1 - C08

C __[i3/11/14| ADDED CAR PARK, LEVELS AMENDED DWH Noosa: 07 5448 9600 D Reynglgs 9072 TocaL AUTHORITY NOOSA COUNCIL 3606
ee a eeepc, [B__p0/06/14| AMENDED FOR OPW APPROVAL [DWH Skyline Surveyors Sunshine Coa: 07 $378 3190 aceay oy Aes 2957 Signe, Date MCU APPROVAL MCU13/0153 5 0 7 OD oO om Sheet Revision
‘gsved for construction inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omerrase BEN, sraier@todcoaatng com i todeosdting com ov 2014 ROL APPROVAL N/A VERT DATUM AHD  PSM52588 Fn ere ere A A 8 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA MEASUREMENT BAR - INCREMENTS IN mm
7

Page 7

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

BUILDING

 

 

 

 

 

 

 

 

SECTION X-11

 

DISTANCE

10

 

  

 

 

(KERB TYPE B2

y CONCRETE PAVEMENT. REFER
| SHEET C11 FOR DETAILS

  

 

y CONCRETE PAVEMENT. REFER

| SHEET C11 FOR DETAILS 0.50

 
 

 

 

  

TYPICAL SECTIONS AT PAVEMENT EDGE

 

BUILDING

 

 

 

 

 

 

 

 

 

 

 

 

 

DISTANCE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BATTER GENERALLY 1 : 2.

;- KERB AND CHANNEL TYPE B1

BATTER GENERALLY 1 : 2.

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

LEGEND

EXISTING SURFACE

DESIGN SURFACE

 

 

 

 

 

0 05 10 1.5 2.0 2.5m
es re ee ee

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

VERTICAL
SCALE 1:50 @A1-1:100@A3
SECTION X-8 DISTANCE SECTION X-10 DISTANCE 0 1020804 bm
bo} orizonTAL
SCALE 1:100 @ At - 1: 200 @A3
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size|
Label GRAYPUKSAND SUNSHINE COAST TOD DHopcot__|G.lacksn_ PROPOSED CAR SHOWROOM CAR CIVIL WORKS CROSS AS SHOWN! Ad
agreement between Tod esign eriti
Consuting ply ta) and t's MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE /|SECTIONS SHEET 2 Drawing Number
lient. This di hall only be Ps
client. This craving shall nly be : |
sea Toriis spec prec c 3/11/14] ADDED CAR PARK, LEVELS AMENDED [DWH consulting engineers D Rem Is 9072 *° RDP LOT 1 RP 222164 13606- cog
" loose: LOCAL AUTHORITY NOOSA COUNCIL
ee a eeepc, [B__p0/06/14| AMENDED FOR OPW APPROVAL pwH __|Skyline Surveyors Surin can 7 880 Macy 40237 Signe, Date MCU APPROVAL — MCU13/0153, HORIZ DATUM 0 19 30 40 so Sheet Revision
‘gsved for construction inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omerrase BEN, sraier@todcoastng com todeossting com 0 Nov 2014 ROL APPROVAL N/A VERT DATUM AHD  PSM52588 Fn ere ere A A 9 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7

 

Page 8

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

3700 LITRE UNDERGROUND

PRECAST REINFORCED HOLDING
TANK FOR CAR SERVICE AREA,
REFER TO HYDR. ENG. DETAILS

 

 

 

 

DESIGN DEPTH#

 

 

 

 

 

 

JOIN SMOOTHLY TO ~
EXISTING SLAB

NOTE:

1, JOINTS IN EXISTING CONCRETE
SLAB TO BE CLEANED OUT AND
RESEALED.

 

JOIN SMOOTI

| TO EXISTING SLAB

—s——s§-

HLY

s

 
 
 
 
 
 
 
   
 
 
 
 
 
 
 
  
 
   
   

 

30mm,

 

M
cl

125mm#.

7

125mm#

 

 

 

#

DEPTH AS INSTRUCTED
(PROVISIONAL)

 

 

 

CAR PARK ASPHALT TYPE DG10 MINIMUM

COMPACTED DEPTH 30mm ON HOT
BITUMEN PRIME [email protected] Im?

 

PRE-SEAL INSPECTION

IN. COMPACTED THICKNESS: 125mm. MIN.
OMPACTION: 100% RDD.

RDD_ RELATIVE MAXIMUM DRY DENSITY
MDD MODIFIED MAXIMUM DRY DENSITY

MIN. DEPTH TO BE DETERMINED BY THE
ENGINEER AFTER TESTING OF THE INSITU
SUB-GRADE.

PAVEMENT SPECIFICIATION

BASE COURSE: UNBOUND PAVEMENT TYPE 2.2. (CBR 60)

SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4. (CBR 35)
MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION:
100% RDD.

LOWER SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.5. (CBR 15)

THICKNESS AS INSTRUCTED. MIN. COMPACTION: 100% RDD
(PROVISIONAL)

T SUBGRADE INSPECTION

NATURAL SUBGRADE MIN. COMPACTION: 95% RDD FOR FILL

PLACED TO WITHIN 300mm OF LEVEL AND 97% RDD FOR

THE TOP 300mm BELOW THE FINISHED SUBGRADE LEVEL.

 
  
 
 
 
 
 
 
 
 
  
 
  
  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

  
    
 
 
 
 

 

  

 

 

   
 
 
 
 
  

 

 

 

 

 

 

LEGEND

EXPANSION JOINT EJ1

DOWELLED JOINT DJ1

BROOM FINISHED.

THIS SHEET.

1

 

\ a.

‘\ CONCRETE FOOTPATH
CONCRETE FOOTPATHS SHALL BE
GENERALLY IN ACCORDANCE WITH
IPWEA STD DWGs No R-065, R-090 & R-091

 

CONSTRUCTION/CONTRACTION JOINT CJ1

DENOTES 150mm THICK CONCRETE
SLAB ON GROUND REINFORCED WITH
SL82 MESH TOP. 30mm COVER, ON
UNBOUND PAVEMENT TYPE 2.5 (CBR.
15) 100mm MIN. THICK, COMPACTED
TO 100% RDD. TYPICAL U.N.O.

DENOTES 175mm THICK CONCRETE
SLAB ON GROUND REINFORCED WITH
SL82 MESH TOP. 30mm COVER, ON
UNBOUND PAVEMENT TYPE 2.5 (CBR.
15) 100mm MIN. THICK, COMPACTED
TO 100% RDD. TYPICAL U.N.O.

DENOTES 230mm THICK 32 MPa CONCRETE SLAB.
ON GROUND REINFORCED WITH SL81 MESH TOP
AND N16 TRIMMER BARS TOP AT SLAB EDGES,
~{| 30mm COVER AND N16-200 EACH WAY BOTTOM,
“" 50 COVER, ALL ON EXISTING PAVEMENT OR
200mm MIN. SMPa LEAN MIX CONCRETE
BEDDING. CURE IN ACCORDANCE WITH MRTS 70
STANDARD FOR 14 DAYS. SURFACE TO BE

DENOTES 30mm THICK ASPHALT SURFACING ON
GRAVEL PAVEMENT. REFER TO SPECIFICATION

 

 

 

NOOSA COUNCIL
APPROVED PLANS >.
OPW14/0165.01 9 DEC 2014

 

 

ENERGEX PADMOUNT TRANSFORMER SITE. REFER
/ TO SHEET C11, ENERGEX DWG 6229-A4 AND
UNDERGROUNG DISTRIBUTION CONSTRUCTION
\. MANUAL SECTION C3-PADMOUNT TRANSFORMER
\ SITES FOR FULL DETAILS OF THE SITE

 

 

 

0 4 8 10m
re ee re re Z
SCALE 1: 200 @A1 - 1: 400 @A3 h
COPYRIGHT © ‘Associated Consultants Client Drawn! Verified Project Drawing Title Scale [Sheet Size|
og GRAYPUKSAND SUNSHINE COAST TOD DHopeot___|G.lacizon_| PROPOSED CAR SHOWROOM CAR CIVIL WORKS CONCRETE as suown At
agreement between Tod esigne ‘erifie
Ctnatng ya) andi MAZDA/HYUNDAI D Hopeott G Jackson PARKING AND STORMWATER DRAINAGE |PAVEMENT LAYOUT PLAN [oraving number
Used for ns specie prof c 3/11/14] ADDED CAR PARK, LEVELS AMENDED [DWH consutting engineers DRev Is 3072 ‘° RDP LOT 1 RP 222164 1 3606- C1 0
* loosa: LOCAL AUTHORITY NOOSA COUNCIL
ee a eeepc, [B__p0/06/14| AMENDED FOR OPW APPROVAL pwH __|Skyline Surveyors Sunshine! ona 0980, iy 070 2397 Sig Date MCU APPROVAL — MCU13/0153, HORIZ DATUM 0 19 30 40 so Sheet Revision
‘gsved for construction inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omertase BEN, sraier@todcoaatng com in todeosting com Nov 2014 ROL APPROVAL N/A VERT DATUM AHD PSM52588 Fn ere ere A A 10 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm
-

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ 7

Page 9

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

NOMINAL LINE

KERB

150__ 150 450

 

O RADIUS 20
© RADIUS 10
vy SETOUT POINT

   

 

 

 

 

 

 

8g : “alee oe CONCRETE
b. re ef 3 . 2 PAVEMENT
83) VILL IL LL LE Ls

BARRIER KERB AND CHANNEL TYPE B1

 

KERB LINE

    

NOMINAL

  

CO RADIUS 20
ve SETOUT POINT

CONCRETE
PAVEMENT

BARRIER KERB TYPE B2 (MODIFIED)

10mm COMPRESSIBLE
MATERIAL WITH A 10mm
COLOUR MATCHED SEALANT ——
CAPPING N12 BAR
EXISTING SLAB

 

 

R16-400 GALV STEEL DOWEL BARS, 300 LONG, DRILL AND
EPOXY GROUT 100 INTO EXISTING SLAB. PROVIDE A PARCHEM
‘DOWELFORM' SLEEVE WITH A @16 INSERT TO ALLOW FOR
LATERAL MOVEMENT TO EVERY DOWEL.

DOWELLED JOINT DJ

(DOWELLED JOINT TO EXISTING)
32MPa CONCRETE

50mm DEEP SAWCUT JOINT.
ENSURE 50 COVER TO DOWEL. STOP MESH 50mm EACH
. SEALANT TO BE INSTALLED SIDE OF JOINT AND
SLAB REINF'T UPON COMPLETION PROVIDE 1 N12 BAR
REFER PLAN | “
EACH SIDE OF JOINT.

 

 

 

 

 

 

R16-300 GALVANISED DOWEL
BARS, 400 LONG,
SUPPORTED ON DOWEL
CRADLES OR BAR CHAIRS.

CONSTRUCTION JOINT CJ1
(CONTRACTION JOINT - CONCRETE MAY BE
POURED CONTINUOUSLY THROUGH JOINT)
32MPa CONCRETE

 

BOND
BREAKING
TAPE

 

JOINT SEAL DETAIL

VARIES
REFER
PLAN

N12-600, 600

16mm SQUARE (HOT DIP GALV)
DOWELS AT 300mm CTRS, 400
SEALANT CAPPING. (FOR LONG. SUPPORTED ON DOWEL
CONTINUOUS POURS; USE CRADLES OR BAR CHAIRS.

DANLEY 'EXPANDA JOINT’ AND PROVIDE 16mm _
SEALANT (OR APPROVED \ DOWELMASTER' SLEEVE (OR

EQUIVALENT) . APPROVED EQUIVALENT) ONE
END TO ALLOW LATERAL

SLAB REINF'T MOVEMENT.

REFER PLAN

10mm COMPRESSIBLE
MATERIAL WITH A 10mm

 

 

 

 

 

 

 

 

 

 

 

a
RATA be
7 va
NY a
2\_ 4,
200 | 200 1-N12 TOP & BTM
EXPANSION JOINT EJ1
(EXPANSION JOINT)
32MPa CONCRETE
Ww
a
n
be
3 g APPROVED TANKING
$2 AND FREE DRAINING
6B BACKFILL
190 |2
TRANSFORMER SITE

 

600 MAX.

FINISHED SURFACE

 

a
z 41N12
g HOR. =
ADJACENT CARPARK > 100 DIA. AGRIC. DRAIN
I ——— IN 300 x 300 GRAVEL
I WRAP IN GEOTEXTILE
2
8
3.N16 BARS TOP

 

 

 

 

 

 

 

AND BOTTOM WITH
R10-450 TIES.

 

N16-400. COG 300 / 600
INTO FOOTING.

 

PADMOUNT TRANSFORMER SITE
RETAINING WALL DETAILS

4:20 UNREDUCED AT At
1:40 UNREDUCED AT A3

PROVIDE VERTICAL CONTROL JOINTS ( V.C.J. )
TO ALL BLOCK WALLS, AT 6.0M MAX. CRS.

25 MPa CONCRETE

NOTE:

ALL OTHER DETAILS TO BE IN ACCORDANCE WITH
ENERGEX STD DRG 6229-A4 AND UNDERGROUND
DISTRUBUTION MANUAL.

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 

NOTE:

1, REFER TO IPWEA STD DWG R-080 FOR
ADDITIONAL KERB DETAILS

2. PROVIDE JOINTS TO ALIGN WITH
EXPANSION JOINTS EJ1 IN ADJOINING SLAB.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a

‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size
reg GRAYPUKSAND SUNSHINE COAST TOD DHopeot___|G.lacizon_| PROPOSED CAR SHOWROOM CAR CIVIL WORKS CONCRETE as sHown| At
esign jeri
Consulting py Ree) angie MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |PAVEMENT AND KERB Drawing Number
Used for his spectc project. consulting engineers ‘Approved RPEQNo wor OTT RP nies DETAILS 13606- C11
‘oh ADDED CAR PARK, LEVELS AMENDED _|OWH ; Noose 07 5449 9800 D Reyngyls 9072 LOCAL AUTHORITY NOOSA COUNCIL
This drawing shall not be used
for construction unt marked as AMENDED FOR OPW APPROVAL pw __|Skyline Surveyors Sunshine Gosek OT 5328 100  Maciay: 07 4840 2307 Sign Date MCU APPROVAL MCU13/0183 HORIZ DATUM ee a Sheet Revision
‘issued for construction’ in the ISSUE FOR APPROVAL lDWH Sule Ouyertone BOE ‘[email protected] wwwtodeonsultng.com 20 Nov 2014 ROL APPROVAL NIA IVERT DATUM AHD =~ PSM52588 abl sb i alal i 11 of 17 Cc
Revision Description Drawn | Waranaoo's7s oF 400 ABN 99 128 809395) OPW APPROVAL _TBA RL MEASUREMENT BAR - INCREMENT

Page 10

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

 

 

 

 

 

 

é |
a
S -
&
1
12 CAR [email protected] 7.00
V_
<——
jo
fx
3s
CAR WASH
AREA on VEHICLE STORAGE 28 [email protected]
>
é

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

DIAGON.
600mm WIDE,

leo
ino
oh

 

 

 

600mm WIDE, 600mm GAP

10 DISPLAY SI
54x25m

 

 

 

 

 

 

 

DIAGONAL MARKING ~_
600mm WIDE, 600mm GAP ™

150@ STEEL BOLLARD

 

   

| 2.50 |2.50 | 2.60 | 2.60 | 2.50 | 2.60 |
|

 

 

 

  
    

|

PEDESTRIAN CROSSING MARKING ~“

 

wg'z ® S30vdS YVO €

+

IAL MARKING —~_
, 600mm GAP

ANI

 

 

 

 

 

 

 

 

&| [g 8
g 8
8

 

T~~"""_| 3. CAR [email protected]

 

La bora ie

5 DISPLAY [email protected] | | 7 DISPLAY [email protected]

toi t+ t+ tL Lb

 

 
  
 
   
 
 

 

2'9

6 CAR [email protected] 5 DISPLAY [email protected] 2 8 CAR [email protected]

 

| | ri

11 DISPLAY [email protected]

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

   

 

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 
  
 

NOTES:
1. CAR PARKING SUMMARY

DISABLED PARKING SPACES 3 SPACES
CUSTOMER AND STAFF PARKING. 60 SPACES
MCU REQUIREMENT 62 SPACES

2. LINEMARKING TO BE 100mm WIDE PAINTED WHITE.
LINES.

\ 3. DISPLAY SPACES TO BE MARKED AS BELOW

0.6m] poem

\ 0.6m 1.2m
\ 4. DISABLED SPACES SYMBOL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| TT TT TT TT 4 TTT TT TT OTT
on
| 8
és
\ poy po 41 |
Ns Nn |
0 4 8 10m ey 2 |
ee ee ee | = a = == === =~
SCALE 1:200@A1 - 1; 400@A3 \
Nf dt
4 DISPLAY [email protected] 8 DISPLAY [email protected] 4 DISPLAY [email protected]
_ SINGLE BARRIER LINE 12m LONG
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing The Scale Sheet Size
Copyright nccordance wth the enone SUNSHINE COAST i OD p Hopeott G Jackson PROPOSED CAR SHOWROOM CAR CIVIL WORKS LINEMARKING AS SHOWN) A1
agreement between Tod jesigni jer
Gonsuting py tt) andi MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |AND SIGNAGE PLAN Drawing Number
cient. This drawing shall only be . -
ed for thi fic project. consulting engineers ‘Approved RPEQ No .
seeing Speen me 3/11/14] ADDED CAR PARK, LEVELS AMENDED [DWH Noo: 0754499600 D Reyilds 9072 POGAL AUTHORITY Nosh COON 13606- C12
Tes Srawing shat ot bewuses [B _bo/0s/14[ AMENDED FOR OPW APPROVAL bwi _|Skyline Surveyors Surin CouetO7 $29 100 Macay07 480 2387 Si Date MCU APPROVAL MCU13/0153 HORIZ DATUM o 1 2% 3% 4 oo Sheet Revision
‘gsved for construction inthe [A 01/04/14] ISSUE FOR APPROVAL DWH | sutes,omertase BEN, sraurer@todcoaating com i todeosdting com y 2014 ROL APPROVAL N/A VERT DATUM AHD PSM52588 Fn ere ere A A 12 of 17 |C
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 11

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

 

 

  
 
 
    

 
    
   
 
  
  
   
      

fib
Led

i

SCALE 1:200@A1- 1:400@A3

LEGEND

 

 

 

 

EXISTING BITUMEN EDGE

EXISTING KERB

EXISTING PATH

EXISTING STORMWATER LINES
EXISTING OVERHEAD POWER LINES/POLE
EXISTING SEWER MAINS

EXISTING U/G POWER LINES

EXISTING TELSTRA PLANT

EXISTING WATER MAIN

EXTENT OF CIVIL WORK

FINISHED SURFACE CONTOUR MAJOR:
FINISHED SURFACE CONTOUR MINOR

KERB AND CHANNEL TYPE B1

ASPHALT SURFACED CAR
1X PARK PAVEMENT. REFER TO ‘>
I SPECIFICATION SHEETCI0, \

i. \
ATLANTIS CELL DI
TANK. REFER TO DETAIL

 
  
 
  
  

KERB TYPE B2

ROCK DISSIPATOR 200mm
ROCK SIZE, 300mm THICK
LAID ON GEOTEXTILE

  

  

  
     
 
 

\
JETENTION

STORAGE AREA. 100mm THICK
— .GRAVEL PAVEMENT.
REFER SHEETS C16 & C17 FOR
—— RETAINING WALL DETAILS
su

  
 

SEDIMENT CONTROL LEGEND
SEDIMENT FENCE

 

Se She

-

‘COSOOSO-

CHECK DAM AND SEDIMENT WEIRS

SANDBAG DIVERSION BUND

REFER SHEET C13 FOR SEDIMENT AND
EROSION MANAGEMENT NOTES:

STORMWATER PIT LEGEND

LIP INLINE CATCHPIT- = REFER IPWEA STD DWG D-0063

ess

 

   
    
   
      
 
    

 

  
 
 
 
 
   
   
 
    

 

 

 

 
 

sw—

 

 

 

 

 

 

 

 

 

 

   
   
         
       
 

 

STORMWATER 360 5 CARTRDGE
STORMFILTER SYSTEM.
48008 CONCRETE MANHOLE 3
8
i Le SS eS
| ~—NoM KERB FACE
\0.44
P| .
8 ae APPROX 9.18
+ 3008 LOW
@| 9 UNITS WIDE x3 UNITS HIGH x 10 UNITS LEVEL PIPE ~
Z| LLONG. (TOTAL 90 UNITS) fll 6.620
o (TOTAL EFFECTIVE VOLUME = 30m’) IL 6.580
2 4S ry-chy toe c x | NN
~ EMS
} tS —=$MS —=MS NS —= NS — MS 75 —t
= + b
I ' I 1
wan AA WL4 A IK. 17.000 |
' IL 7.270
9 CELLS - 6.165m 2250 HIGH LEVEL 5
| OUTLET PIPE 8 |
' NX
| “5
|
| i
:
| |
PLAN
DETENTION TANK SCALE 1:50
PROPOSED KERB
— PAVEMENT LEVEL /
EXISTING SURFACE

    

 

 

i

 

 

 

 

 

 

 

 

 

 

 

 

It
| FLOOR OF TANK

 

SECTION eS SCALE 1:50

NOTES:

4. INSTALLATION OF DETENTION TANK CELLS TO BE IN
ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATION.

2. BACKFILL OVER TANK TO BE PLACED IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATION.

RL 6.620

ATLANTIS 'MATRIX' TANK MODULES

9 UNITS WIDE x 3 UNITS HIGH x
LONG.

(TOTAL EFFECTIVE VOLUME = 30m*)

 

IMPERVIOUS TANK LINER TO
MANUFACTURER'S SPECIFICATION.

 

 

 

 

 

 

 

 

 

 

10 UNITS

 

 

NOOSA COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

© _ MANHOLE- REFER IPWEA STD DWG D-0010 APPROVED PLANS
KERB TYPE B2 (MODIFIED REFER SHEET C11)
7
propoden STOaWATER TINE FIELD INLET REFER IPWEA STD DWG D-00 AND NOTES SHEET CO OPW14/0165.01 9 DEC 2014
— — — — PROPOSED 1000 IRRIGATION CONDUIT (Pvc
COPYRIGHT © Associated Consutants Client Drawn Verified Project Drawing Title Scale Sheet Size
ee GRAYPUKSAND SUNSHINE COAST TOD DHopeot__|G.tackson_] PROPOSED CAR SHOWROOM CAR GENERAL ARRANGEMENT as SHOWN| A1
agreement between Tod ign eri
Ginedingsy aeandtes IMAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE | ADDITIONAL PARKING AREA [oysiino norter
sede Ris spectepeoea consulting engineers ‘Approved RPEQ No = Teas 13606- C14
This drawing shall not be used . tiooes: 07 $429 9600 D Reynolds 9072 LOCAL AUTHORITY NOOSA COUNCIL =
foceonetucton undl marked as [2 [2511/1 _ DETENTION TANK, STORMFILTER _[OWH_|Skyline Surveyors Sahai A eee ODT Signed Date MCU APPROVAL —- MCU13/0153. HORIZ DATUM 0 0 mw Sheet Revisior
‘issued foresnstructow'inthe [A [13/11/14 1SSUE FOR APPROVAL DWH | sustouwiom SES, eae Spey eapaezora ROLAPPROVAL N/A VERT DATUMAHD PSMS52588 J 4 14 of 17 |B
pers See Rev| Date [Revision Description Drawn] faesKaBes Bison ‘RINSE OPWAPPROVAL TBA RU MEASUREMENT GAR - INCREMENTS IN non

 

 

 

 

 

 

 

 

 

 

 

 

Page 12

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

  

 

        

 

 

   

  
 

 

 

 

    
    
 
   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PAVEMENT SETOUT PAVEMENT SETOUT
. A PAVEMENT . : PAVEMENT
Easting | Northin: Easting | Northin
Point No 9 1g LEVEL Point No 1g 19 LEVEL
200 524.580 | 5291.876 9.950 220 534.097 | 5310.580 9.552
201 524,280 | 5286.476 10.090 221 511.780 | 5291876 9,988
202 511.780 | 5286.476 10.210 222 507.280 | 5298.076 9.860
203 496.780 | 5286.476 10.905 223 512.680 | 5298.076 9.842 0
204 496.480 | 5293.076 10.590 224 518.880 | 5298.076 9,822
205 490.280 | 5293.076 10.900 225 501.880 | 5298.076 10.141
206 490.280 | 5310.576 10.357 226 495,680 | 5298.076 10.464
207 490.280 | 5328.076 9.530 227 495,680 | 5310.576 10.082
208 495.680 | 5328.726 9.249 228 501.880 | 5310576 9.772
209 509.980 | 5328.726 8.787 229 507.280 | 5310.576 9.502
210 524,280 | 5328.726 8.500 230 512.680 | 5310.576 9.436 Vs
211 524.280 | 5320.876 8.780 231 518.880 | 5310576 9.299 ATLANTIS CELL DETENTION >,
TANK. REFER TO DETAIL
212 524.280 | 5315.276 8.945 232 524,280 | 5310.576 9.180 \ ‘
213 524,280 | 5298.376 9.790 233 495,380 | 5328.076 9.275
214 534.262 | 5315.576 8.320 234 495.680 | 5328.376 9.260
215 534.427 | 5320.576 8.300 235 524.580 | 5320.576 8.750
216 534.870 | 5333.996 8.500 236 524,580 | 5315.576 8,930
217 554,895 | 5333.996 8.500 237 524,280 | 5291.576 9.970
218 554.895 | 5327.930 8.500 238 524.580 | 5298.076 9.820
219 535.861 | 5310.580 8.500 239 496.780 | 5292.776 10.590
>
4
a
a
0.50 @ 2% | r «
os ~~} MAX 1: 2 BATTER
~
\ NOTE:
1. REFER TO LINEMARKING
3 . 0.50 @ 2% NOTES SHEET C12
o L
& oa
SCALE 1: 200 @A1 - 1:400@A3 r oe
a
a LEGEND
& - EXISTING BITUMEN EDGE
= = = === EXISTING KERB
’ EXISTING PATH
LY
Cc EXISTING STORMWATER LINES:
SECTION A. EXISTING OVERHEAD POWER LINES/POLE
9 EXISTING SEWER MAINS.
0.50 @ 2% EXISTING U/G POWER LINES
- r EXISTING TELSTRA PLANT
_7-1: 2 BATTER EXISTING WATER MAIN
EXTENT OF CIVIL WORK
wae oo FINISHED SURFACE CONTOUR MAJOR
NOOSA COUNCIL FINISHED SURFACE CONTOUR MINOR
_ - ~~ _ APPROVED PLANS KERB AND CHANNEL TYPE B1
LEGEND OPW i DEC 2 KERB TYPE B2 (MODIFIED REFER SHEET C11)
FINISHED SURFACE 1 4 01 65.01 9 01 4 ———a = ~=PROPOSED STORMWATER LINE
~ EXISTING SURFACE PROPOSED 1008 IRRIGATION CONDUIT (PVC
LASS SN8
SECTIONS scate 1: 100H - 1:50v
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ISheet Size|
Copyright nccordance wth the enone SUNSHINE COAST TO D p Hopeott S Jackson PROPOSED CAR SHOWROOM CAR ADDITIONAL PARKING AREA AS SHOWN] A1
agreement between Tod jesigni eri
Consuling ly Rt) ante MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |SETOUT PLAN Drawing Number
Used fortis specitc project. consulting engineers ‘Approved RPEQ No ROP oT 1 RP 2o0168 13606- C15
This drawing shall not be used i 5 soasts OF 3509 3180" Mente 2 D Reypads 9072 LOCAL AUTHORITY NOOSA COUNCIL
for construction until marked as Skyline Surveyors Sunshine Coast: 075329 8180, Mackay: 07 $840 2337 Sig Date MCU APPROVAL — MCU13/0153 HORIZ DATUM a a a © Sheet Revision
‘peved for construction in the [A___[13/14/14| ISSUE FOR APPROVAL DWH | sutes,Dmerrase BEN, enquiries @todeonsuling com wn todcansuting com y 2014 ROLAPPROVAL N/A VERT DATUM AHD —PSM52588 Dbl) 15 0f 17 JA
revision description, Rev|Date [Revision Description Drawn | warana'ats!ssrs Eee) ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm
7

 

Page 13

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

56
0

08

 

 

\
\

 

_IMINARY ONLY

SQ

 

 

 

REFER SHEET G14 AND C1§ FOR
EARTHWORKS LOCATED IN THIS AREA

 

 

PARKING HARDSTAND
FSL 8.50

 

REFER SHEET C17
FOR ELEVATIONS

 

 

FILL

 

CUT

~w— ELEVATION3 —w

  

 

 

—~w——'w——-w

RETAINING WALL RW1

   

 

 

RETAINING WALL PLAN - ADDITIONAL PARKING HARDSTAND AREA

 

 

NOOSA COUNCIL
APPROVED PLANS

 

OPW14/0165.01 9 DEC 2014

 

 

1:100 UNREDUCED AT A1
1:200 UNREDUCED AT A3.

     
  
  
   
         

 

 

 

 

REINFORCED CONCRETE

1, ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE
CURRENT EDITION OF - AS 3600 - SAA CONCRETE STRUCTURES.

AS 1379 - READY-MIXED CONCRETE 2

2. THE CONCRETE MIX SHALL BE APPROVED BY THE ENGINEER BEFORE USE.
REFER TO ADDITIONAL CONCRETE SPECIFICATION NOTES SHEET S8.

3. THE 28 DAY CHARACTERISTIC COMPRESSIVE STRENGTH OF REINFORCED
CONCRETE (fc) MUST NOT BE LESS THAN 40 MPa U.N.O. MINIMUM
CEMENTITIOUS CONTENT TO BE 450 kg/m. MAXIMUM WATER : CEMENT RATIO
TO BE 04.

CONCRETE SLABS TO BE F'c = 32 MPa (S32), FOOTINGS AND MASS CONCRETE
PIERS TO BE F'c = 25MPa. (S25)

4, THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY

REQUIREMENTS OF — THE CURRENT EDITION OF AS 3600 (PROJECT

ASSESSMENT REQUIRED).

THE MAXIMUM SIZE OF AGGREGATE SHALL BE 20mm.

THE CONCRETE SHALL SLUMP TEST AT 100mm UNLESS OTHERWISE NOTED

ALL CONCRETE TO BE VIBRATED.

NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL

DRAWING SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR

APPROVAL OF THE ENGINEER.

9. PLASTIC CHAIRS TO BE USED TO SUPPORT REINFORCEMENT AND GIVE THE
CORRECT CONCRETE COVER.

10. UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE
OUTSIDE FACE OF ANY REINFORCEMENT IS TO BE AS FOLLOWS.

ePNOn

 

 

 

 

 

 

 

 

STRUCTURAL MEMBER CAST AGAINST FORMS COMPLYING | 4.57 gainer
WITH AS1509 SAA FORMWORK CODE
OTHER
NOT EXPOSED TO | EXPOSED TO FORMWORK
WEATHER, | WEATHER,GROUND | OR THE
GROUND WATER | WATERORFRESH | GROUND
OR FRESH WATER WATER
PAD FOOTINGS 75 65
STRIP FOOTINGS AND PILE CAPS 50. 50 75
COLUMNS 50 50 75
WALLS SLABS AND STAIRS 50 50 65
BEAMS 50 50 65

 

 

 

 

 

LEGEND
EXISTING BITUMEN EDGE

 

EXISTING KERB
EXISTING PATH

EXISTING STORMWATER LINES.

EXISTING OVERHEAD POWER LINES/POLE
EXISTING SEWER MAINS. eS
EXISTING U/G POWER LINES
EXISTING TELSTRA PLANT

11. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED BY THE
ENGINEER.

12. THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE
POURED SHALL BE THOROUGHLY SCABBLED AND WASHED CLEAN

13. ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED METHOD FOR
FOURTEEN (14) DAYS IMMEDIATELY CONCRETE IS HARD, AND PROTECTED BY
PLASTIC SHEET.

14. FORMWORK TO SUSPENDED SLABS TO REMAIN IN POSITION FOR FOURTEEN
(14) DAYS AFTER POURING, PROP TO 28 DAYS.

15. FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING
ORGANIC MATTER IS TO BE REMOVED AND REPLACED BY AN APPROVED
CONSOLIDATED FILLING MATERIAL COMPACTED TO 95% M.M.D.D. IN
ACCORDANCE WITH AS E 2.1

16. BAR SCHEDULE

N- HOT ROLLED HIGH YIELD BARS TO AS 1302.
S - HOT ROLLED DEFORMED BARS TO AS 1302.
RF - HARD DRAWN WIRE FABRIC TO AS 1302.
R- HOT ROLLED PLAIN BARS TO AS 1302.

17. SPRAY CLEAN ALL REINFORCEMENT, FORMED SURFACES, ROCK & CONCRETE
FACES, CAST-IN BOLTS & FITTINGS ETC. JUST PRIOR TO PLACEMENT OF
CONCRETE TO REMOVE ALL TRACES OF DIRT, SAND, DUST AND DEPOSITED
SALTS. AIR BLAST EXCESS WATER OFF FORMS. CONCRETING MUST NOT BE
CARRIED OUT DURING STRONG WINDS OR HIGH WAVE ACTION, TO AVOID
CONTAMINATION OF CONCRETE AND REINFORCING WITH WIND-DRIVEN SALT.

18. CONTRACTOR IS TO CHECK HYDRAULIC & ELECTRICAL SERVICES DRAWING
FOR LOCATION AND TYPE OF ALL CAST-IN ITEMS, INCLUDING ANY NECESSARY
CONDUITS

19. JOINTS TO BE SEALED WITH AN APPROVED FLEXIBLE SIKAFLEX-PRO
POLYURETHANE LAP BOTTOM BEAM REINFORCEMENT 600 AT PILES WHERE
REQUIRED U.N.O. LAP TOP BEAM REINFORCEMENT 600 AT MID-SPAN WHERE
REQUIRED U.N.O

EXTENT OF CIVIL WORK

3.0 ————__ FINISHED SURFACE CONTOUR MAJOR
FINISHED SURFACE CONTOUR MINOR,
KERB AND CHANNEL TYPE B1

KERB TYPE B2 (MODIFIED REFER SHEET C11)
PROPOSED STORMWATER LINE
PROPOSED 100@ IRRIGATION CONDUIT (PVC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

co

wo

EXISTING WATER MAIN CLASS SN8)

COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size|
This raving is subpctio GRAYPUKSAND SUNSHINE COAST D Hopcott G Jackson PROPOSED CAR SHOWROOM CAR ADDITIONAL PARKING AREA |ag sHown| A1
sgeoment betwen Tod ARCHITECTS Designed Verified
Cenang ya) andi MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |RETAINING WALL LAYOUT [orving umber
Used for ths Spec projec consulting engineers ‘Approved RPEQNo oP Tory RP anes 13606- C16
‘This drawing shall not be used . Noosa: 07 s449 9600 D Reypgids 9072 LOCAL AUTHORITY NOOSA COUNCIL
for construction untl marked! a Skyline Surveyors Sunshine Coast: 075329 8180, Mackay: 07 $840 2337 Sig Date MCU APPROVAL — MCU13/0153 HORIZ DATUM 0 19 30 40 so Sheet Revision
foronaicton ui mated 2s > — a aE FOR APPROVAL DWH | san’ orp ain ge poniv2014 —|ROLAFPROVAL «NIA VeRroMUMAHD  PswEase6 (ua lalla) 16 of 17 |A
revision description Rev|Date [Revision Description Drawn | warana‘aco'ss7s ABN 99 128 805 336 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm

 

Page 14

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


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SITE AS REQUIRED TO Sz, SITE AS REQUIRED TO
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ELEVATION 1 iu ELEVATION 1 SECTION (cig)
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ON SHEET C16 STEP TOP OFWALLON 2 a E ON SHEET C16 1:10 UNREDUCED AT A1
1:200 UNREDUCED AT A3.
1'200 UNREDUGED AT A3 SITEASREQUIREDTO = 5 = 1'200 UNREDUCED AT A3
CONTRACTORS DETAILS Ghio
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a
$ STEP TOP OF WALL ON
- ~ SITE AS REQUIRED TO 16mm THICK
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\ NATURAL SURFACE = VERTICAL REINFORCEMENT MATERIAL WITH AN
FSL 8.50 «© EACH SIDE OF JOINT ELASTOMERIC
> SEALANT EACH
SIDE OF JOINT
RWI RWt FSL 8.50
% S
ELEVATION 3 NOOSA COUNCIL ELEVATION 4 s
ON SHEET C16 ON SHEET C16
11100 UNREDUCED AT At APPROVED PLANS 1:100 UNREDUGED AT At
1:200 UNREDUCED AT A3 1:200 UNREDUCED AT A3 N16-400 'L' SHAPE DOWEL BARS.
OPW14/0165.01 9 DEC 2014 GALV, GREASE AND TAPE 400
wr LONG LEG AS SHOWN.
100 FS 850 CONSTRUCTION JOINT CJ1 DETAIL
NATURAL SURFACE Iii
N16-400 1:80 UNREDUGED AT AS
VERT. rit ~
r +} 55
N12-400 TH! = COVER
HOR. » ; {1h 20.10 CONTROL 20.09 CONTROL
A APPROVED TANKING = N16-41 JOINT BLOCK JOINT BLOCK
/— AND FREE DRAINING z z N12-400 —| 6-400 GRANULAR BACKFILL
N16-400 Ih BACKFILL = a Nie COMPACTED IN \
VERT. 1 s a " 150mm LAYERS. s
4.55 x 8 6 S| = Ti 1
4 COVER s u au 'V' BARS = ea
7 A S Z| zy Ni2-400 290] | TH} |
eg | of : 5 2/8 ne . EXSTOUEGESAE'’ VERTRGESNTSRFENEN™
ZI sja
& Nt2-400 4 NATURAL SURFACE a) S|@ oo TANKING
2 s =
g) 8} Hor. 100 DIA. AGRIC. DRAIN ag COVER CONTROL JOINT - V.C.J.
FSL 8.50 ® ak IN 300 x 300 GRAVEL ° | 1:20 UNREDUGED AT A1
S 1 WRAP IN GEOTEXTILE 100 DIA. AGRIC. DRAIN 12-300 4:40 UNREDUCED AT A3
N i L [Meee Oto LE ASOLAPS SPACED AT A MAXIMUM OF 6m CENTRES
° CLEAN OUT
8 - *k DENOTES 250 WEEP BLOCK |
1 | N12-400 s HOLESAT 1.0m CRS ! |
7 3 i : - - ——s S
| N12-400 vs : 8
N12-300 t ‘V' BARS pp ° FOOTING REINFORCEMENT
L °
450 LAPS 146.900 8 te AS DETAILED
'V' BARS. N12-300 |
300 2.N20 BARS ti42-200 450 LAPS. x | x
1600 4 : N16-400 F : $ fi =
BL gh 8
400
BASE 'B' wS | |
RETAINING WALL - RW1 ‘H |B 'V' BARS ‘BH’ 1
140 UNREDUCED ATAS 1800 ) 1600 | N20-400 1000 RETAINING WALL - RW2/RW3 EQUAL TO \_ COGGED BARS
- STEP HEIGHT SAME AS FOOTING
PROVIDE VERTICAL CONTROL JOINTS ( V.C.J. ) 2600 | 2000 | N20-200 1600 Te aap REINFORCEMENT (600 LAP)
TO ALL BLOCK WALLS, AT 6.0M MAX. CRS. 1:20 UNREDUCED AT At
3000 | 2500 | N20-200 1800
25 MPa CONCRETE PROVIDE VERTICAL CONTROL JOINTS ( V.C.J. ) TYPE FOOTING STEP
TO ALL BLOCK WALLS, AT 6.0M MAX. CRS. NOT TO SCALE
25 MPa CONCRETE
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size
ee GRAYPUKSAND SUNSHINE COAST TOD DHopeot____|G.lacizon_| PROPOSED CAR SHOWROOM CAR ADDITIONAL PARKING AREA | ag suown| a4
agreement between Tod esigne ‘erifie
Censiting ty at) ands MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |RETAINING WALL DETAILS forasingnumoer
Used fortis specitc project. consulting engineers ‘Approved RPEQ No ROP oT 1 RP 2o0168 13606- C17
This drawing shall not be used . Noosa: 07 s449 9600 D Reypgids 9072 LOCAL AUTHORITY NOOSA COUNCIL
for construction until marked as Skyline Surveyors SS oe olet Noceaie Oubasee Sig Date MCU APPROVAL — MCU13/0153. HORIZ DATUM 0 19 30 40 so Sheet Revision
‘issued for construction’ inthe [A [13/11/14] ISSUE FOR APPROVAL lDWH Sule Ouyertone BOE ‘[email protected] wwwtodeonsultng.com Nov 2014 ROL APPROVAL NIA IVERT DATUM AHD =~ PSM52588 abl sb i alal i 17 of 17 JA
revision description, Rev|Date [Revision Description Drawn | warana‘aco'ss7s FFsa0 690 AEN 99 128809 388 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMEN
7 nd

Page 15

           -
           --

    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
OVERALL SITE PLAN + SHEET LAYOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PLANT SCHEDULE

TREES & PALMS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GROUNDCOVERS + CLIMBERS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CODE DESCRIPTION SIZE HGT&SPRD QTY. STKS
CIS ant CISSUS antarctica ITS

CRA ova CRASSULA ovata 200mm|__200x150mm
EVO pil EVOLVULUS pilosus "Sapphire Blue" [140mm|_150x150mm
HIB sca HIBBERTIA scandens 140mm|_ 150mm long
LIREG LIRIOPE "Evergreen Giant" 140mm|_300x300mm
LOM hys LOMANDRA hystrix "Katie Belles" 140mm|_150x150mm
LOM lon LOMANDRA longifolia 140mm|_150x150mm
PAN jas PANDOREA jasminoides 140mm|_200x100mm
PAN LD PANDOREA jasminoides "Lady Di" 140mm|_ 200x100mm
PAR str PARSONSIA straminea ITS 150mm long
SMI aus SMILAX australis TS 150mm long|
THE min THEMEDA "Mingo" 140mm|_50x200mm
ZOY ten ZOYSIA tenuifolia 140mm|_ 150x150 mm

 

 

 

 

DRAWING SCHEDULE

14025 CD-001
14025 CD-002
14025 CD-003
14025 CD-004
14025 CD-005
14025 CD-200

Cover Sheet

Landscape Details

Vegetation Management Plan
Landscape Planting Plan - Sheet 1 of 3
Landscape Planting Plan - Sheet 2 of 3
Landscape Planting Plan - Sheet 3 of 3

MINIMUM | MIN HEIGHT QTY |STKS/| CLPR | CLEAN

CODE BOTANICAL NAME POT SIZE _| AND SPREAD GUYS STEM
BAC cit BACKHOUSIA citriodora 25 ltr 1400x600mm 25mm
BAC myr BACKHOUSIA myrtifolia 26 Itr 1400x600mm 25mm
CUP ana CUPANIOPSIS anacardioides 45 ltr 1700x800mm STKS| 40mm
ELA eum ELAEOCARPUS eumundi 45ltr 1700x800mm STKS/ 40mm
ELA ret ELAEOCARPUS reticulatus 45\tr 1700x800mm STKS| 40mm
MEL qui MELALEUCA quinquenervia 45ltr 1700x800mm STKS/40mm
WOD bif WODYETIA bifurcata 45\tr 2400x800mm GUYS

XAN chr XANTHOSTEMON chrysanthus 45ltr 1700x800mm STKS/40mm
SHRUBS

CODE DESCRIPTION SIZE HGT&SPRD QTY. STKS

ACM min ACMENA smithii minor 200mm|_400 x 250m

ALP cae ALPINIA caerulea 200mm|_250x150mm

BUX mic BUXUS microphlla var. japonica 200mm|_150x100mm

COR rub CORDYLINE rubra 200mm|_200x100mm

CYC rev CYCAS revoluta I300mm|_450x450mm

DOR pal DORYANTHES palmerii 200mm|_350x250mm

TIB jul TIBOUCHINA "Jules" 200mm|_300x200mm

SYZ cas SYZYGIUM "Cascade" 45\tr 1500x600mm

SYZ leu SYZYGIUM luehmannii 45ltr 1500x600mm

SYZ TT SYZYGIUM "Tiny Trev" 200mm|_450x250mm

LEGEND
PLANTING

-— GROUNDCOVERS
Ns SHRUBS
(— \ TREE

| +

Na,

VEGETATION MANAGEMENT

 

 

7 ‘

i \ EXISTING TREE TO
| J | BE RETAINED

3 EXISTING TREE TO
2 BE REMOVED

EXTERNAL WORKS
FENCES

FEN-1 FENCE TYPE 1
—/— _ -Refer to Detail 06 CD-200

 

 

FEN-2 FENCE TYPE 2
ELL - Refer to Architect

 

SOFTSCAPE
ee EDGE TYPE 1

E1 - Refer to Detail 04 CD-200
—¢— CONDUIT

- Irrigation conduit line

GENERAL PLANTING NOTES

1. PLANT QUALITY

All plant stock is to be in accordance with the scheduled nomenclature, well formed,
hardened off nursery stock. They are to be container grown in potting mixture with a
healthy root system and not pot bound. All pots shall be free of weeds and plant stock
is to be free from living insects, pests and disease. All plants are to be fully sun or
shade hardened-off to suit their on-site growing position for a minimum period of 6
weeks.

Ensure sufficient supply of each species shown on the drawings is available to achieve
the required layout and densities, and in the event of supply for replacement stock due
to failure, damage, unhealthy specimens or theft. Prior to plant stock arriving to site, a
nursery inspection including the Landscape Architect and Landscape Contractor is
required. The plant supplier is to ensure all stock (or good selection of stock) is present
during the inspection. It is also recommended that the Landscape Architect is on site to
inspect plant stock and plant set out prior to planting.

2. IMPLEMENTATION

Ensure all planting procedures result in healthy plant species within the prevailing soil,
climatic and management environment of this project. The following minimum is
expected:

- Excavate a hole for each plant twice the diameter of the rootball and 100mm deeper
than the root ball. Break up the base of the hole to a further depth of 100mm and
loosen the sides of the hole.

- Remove the plant from the container with minimum disturbance to the root ball, place
in final position, ensure it is central and plumb. Ensure the root ball is level with the
finished surface of the soil surrounding the hole or bed.

- Ensure correct placement of fertiliser and/or water retention additive as per
manufacturer's specification and requirements.

- Thoroughly water plants immediately after planting and at such times during the
contract period as required. All large stock will require a minimum of 10ltrs of water and
smaller stock 5itrs of water at the time of planting.

- Backfill with topsoil as specified. Lightly tamp and water thoroughly to eliminate any
air pockets. Ensure that topsoil is not placed over the top of the rootball.

Refer to Details 01, 02 & 03 CD-200 as reference.

Collect all empty plant containers daily during planting operations and remove from
site.

Do not vary the plant locations from those specified on the drawings unless otherwise
directed by the Superintendent. Should it be necessary to vary the locations and
spacing for any reason, immediately apply for directions by the Superintendent.

 

3. PLANT ESTABLISHMENT

The Establishment Period commences at the date of Practical Completion of Works.
During the Establishment Period maintain best horticultural practices, as well as
rectifying defects that become apparent in the works under normal use including (but
not limited to) the following items where required: watering, weeding, fertilising, pest
and disease control, mulching, pruning, rubbish removal and keeping the site neat and
tidy.

4, PLANT REPLACEMENT
Replace failed or damaged plants. This does not include vandalised or stolen plant
material - this will be replaced prior to practical completion.

5. SITE SOILS

All soils are to comply with AS 4419 Table 1 (both site topsoil and imported topsoil) and
receive appropriate amelioration if required. All topsoil must be free from noxious
weeds, rocks, roots, rubbish or any other deleterious material.

Place all topsoil in the areas directed and specified. Ensure that the topsoil is spread
and graded evenly to prevent any ponding. Prevent excess compaction by construction
plant. Stripped site topsoil needs to be stored in piles no greater than 2m high x 3m
wide. Topsoil storage piles for storage greater than 4 months should be seeded with a
suitable grass mix. Eradicate weeds using environmentally acceptable methods, such
as anon-residual glyphosate herbicide in any of its registered formulae, at the
manufacturer's recommended maximum rate. Noxious weeds need to be screened out
of the topsoil prior to placement.

Apply Nom. 300mm of topsoil to planted embankment areas.

6. MULCH

All mulch is to be free of deleterious or extraneous matter such as soil, weeds, rocks,
and twigs. The finish level of the mulch is to be level with the finish level of all adjacent
surfaces after settlement allowances of the topsoil and mulch. Ensure all mulch is
placed clear of plant stems to avoid rotting at ground level.

Any mulch to be salvaged from site cleared vegetation shall be tub-ground on site and
set to achieve a finer mulch with no pieces in excess of 100mm. Site mulch to be
separated into two piles. One is clean (above ground material) and the other is dirty
(material from below ground which may contain soil). The dirty mulch can be used for
soil and erosion purposes.

7. IRRIGATION

A irrigation system is to be installed and connected to one set of the rainwater tanks.
The system is to be aD & C based on guidance provided (location of irrigation
controller and conduits shown on landscape and civil drawings). The irrigation system
is to be a sub-surface dripper system.

GENERAL NOTES

1. FALLS

Grade all turf and planting areas evenly in the direction shown.
Ponding is not acceptable.

2. SOIL:

Refer GENERAL PLANTING NOTES - CD-001

3. WEED MANAGEMENT:

Refer WEED REMOVAL NOTES - CD-002

4. PAVEMENTS AND THRESHOLDS:

By Architect and Civil. Refer to Architect and Engineers drawings.

5. PLANTING AREAS:

Refer drawings for locations:

Cultivate existing sub-grade to 150mm depth, place topsoil to a
depth of 300mm, place 'Hoop Pine! mulch 100mm deep. Use any site
mulch on the embankments at the rear of areas of the site. Mound to
promote positive drainage as indicated on detail.

7. PLANTING LAYOUT

Refer to planting plan for typical coded plant layout. Refer to plant
schedule for plant species and codes.

8. TREE PLANTING NOTES:

- All trees shall have a minimum of 1.2 metre clear trunk.

- Tree stocks 45ltr and above to have 2 hardwood stakes as per
detail.

- All tree stock within the landscape works must comply with
NATSPEC guidelines, refer specification.

9. TIMBER EDGES:

Refer to Detail 04 CD-200

10. FENCES:

All fences and footings to be located within private property (where
applicable).

Where new fences are indicated on the drawings, existing fences are
to be demolished, unless otherwise noted.

Temporary fences to be constructed under drip line of existing trees
to enclose and protect the areas of the root zone. Refer plans for
approximate locations. Locations to be confirmed on site.

11. SERVICES:

The location of all underground or overhead services services shown
on these drawings are indicative only. They have been incorporated
at the design or Council approval stage for general information. The
Landscape Contractor shall be responsible for liaising with the Head
Contractor to determine the 'As constructed! location of all water,
sewer, stormwater, electrical, communication or other existing
services before commencing any excavation works.

12. SEDIMENT AND EROSION CONTROL:

Refer Civil Engineers drawings for all sediment and erosion control
measures.

13. ESTABLISHMENT:

All planting works to be inclusive of a twelve (12) week establishment
period.

 

 

APPROVED PLANS
OPW14/0165.01 9 DEC 2014

NOOSA COUNCIL

 

 

Note:
Refer Cover Sheet for legend.

Cc AMENDMENTS FOR OPW 2014-11-07 JC RB
B OPW APPLICATION 2014-04-08 JC GT
A PRELIMINARY 2014-04-04 JC GT

ISSUE AMENDMENT DATE DRWN CHKD.

COPYRIGHT

THE DESIGN ILLUSTRATED IN THESE DOCUMENTS IS THE EXCLUSIVE PROPERTY
OF DILLON FOLKER STEPHENS PTY, LTD, ACN 095 884 129 AND MUST NOT BE
REPRODUCED, OR USED IN WHOLE OR IN PART WITHOUT THE EXPRESSED.
WRITTEN PERMISSION OF DILLON FOLKER STEPHENS.

 

APPROVAL ONLY
NOT FOR CONSTRUCTION

A

DFS GROUP

 

INTEGRITY * EXCELLENCE » SUCCESS

T 07 5443 5566
F 07 5443 9977

[email protected]
dfs.com.au

TOWN PLANNING
LANDSCAPE ARCHITECTURE

LIQUOR LICENSING
ENVIRONMENTAL

CHECKED

LANDSCAPE ARCHITECT

 

TITLE
Cover Sheet

PROJECT

Mazda/Hyundai Showroom
FOR

GP&LP Properties Ltd Pty
AT
148 Eumundi Noosa Road Noosaville

SCALE
1:500 @ A1, 1:1000 @ A3
DRAWING NO.
CD-001

PROJECT NO:

14025

 

 

Page 16

           -
           --

    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
VEGETATION MANAGEMENT PLAN

TREE REMOVAL SPECIES LIST

CODE

UNOWY

m

S<CHMDVOVOZZ-ACT ION

Weed Management Area (hatch

Notable weeds present:
Elephant grass

Exotic Pine|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

s——s—-s—s—s

 

s——s—s—-s—s

—s—s

QTY
1

-2

1
1
1
1
1
1
1
1
1
1
3
1
umerous
1
1
1

2
2
4
4
2
4
N
N

umerous
2
Numerous
1
Numerous
1

 

SPECIES
Araucaria cunninghamii
Calistemon viminalis
Calistemon viminalis
Calistemon viminalis
Cinnamomum camphora
Shefflera actinophylla
Corymbia maculata
Archontopheonix alexandrae
Calistemon viminalis
Calistemon viminalis
Calistemon viminalis
Melaleuca qinquenervia
Cupaniopsis anacardioides
Cupaniopsis anacardioides
Cupaniopsis anacardioides
Melaleuca ginquenervia
Elaeocarpus reticulatus
Elaeocarpus eumundi
Melaleuca ginquenervia
Various Native and exotic
Corymbia maculata
Melaleuca qinquenervia
Eucalyptus spp.
Eucalyptus spp.
Pinus radiata
Schinus terebinthifolius
Pinus radiata
Shefflera actinophylla
Glochidion ferdinandi

_—

REMOVE / RETAIN
Retain
Retain and lift crown
Remove
Remove
Remove
Remove
Remove
Remove
Retain and lift crown
Remove
Retain and lift crown
Retain and lift crown
Retain
Remove
Retain
Retain
Retain
Retain
Remove
Remove
Remove
Retain
Retain if possible
Retain
Remove
Remove
Remove
Remove
Remove

aes x
\ /
3 \

|

 

\ |
\s3

COMMENTS

On neighbouring property
Leaning towards road
Impacted by works / pine
Poor specimen
Weed species
Weed species
Impacted by works
Impacted by works / undesirable
Two close together / multi-stem
Poor specimen

Crown lift on 2 trees

Minor crown lift to locate PMT
Impacted by PMT location
Crown lift on east one for PMT

On neighbouring property

On neighbouring property
Impacted by works

Impacted by works

Impacted by works

Avoid earthworks encroachment
May be impacted by works

Undesirable species
Weed species
Undesirable species
Weed species
Poor specimen

Lantana 'Mile-a-Mintte'
Setaria grass
y =
Q wQ NL — |
\ aa, \ ta \
\ 5 wQ | | \ Le oe
%) Q \ | xO 4Q .Q 5 —
i | «Q nS ":
3 |
| °
’ \ | Q
\ \\ a 2Q] x0
| \ | Q
I | | nS a
i \ || me)
| | | \
T \\\\
Li yy
HN [= ‘
L Ey 4Q
P Vy yy
o \\\ qq Q
1 \\\\\ | i Q
i HAA
Tt \\\
iy}
RAL ||
Ip] ||
i

«
AR

WEED REMOVAL

1. SITE MANAGEMENT

All areas of the site to have weed removal treatment where weeds exist.
These areas are to be inspected and all existing indigenous species are to
be identified, marked and suitable protection measures implemented. This is
to be undertaken by an experienced contractor and verified by the landscape
superindentent.

All debris such as plastics, building materials and other dumped vegetative
matter is to be disposed of appropriately and at regular intervals and not
stockpiled on site unless written instructions from Superintendent.

2. IDENTIFICATION OF WEED SPECIES

All weeds listed in the Land Protection (Pest and Stock Route Management)
Act 2002 and sub-ordinate Regulation 2003, the Maroochy Pest
Management Plan 2006-2010 (pest species of significance in Group 1,
Group 2, and Group 6) and the Noosa Planning Scheme Policy 3
(Landscaping Plants and Guidelines) - undesirable plants list must be
removed from the site in a manner that minimises regrowth, prevents

damage to non-target weed species and retains indigenous vegetation and
conservation values.

 

 

3. WEED CONTROL METHODS

All treatment of weed species is to be undertaken following best horticultural
practises to ensure minimal disturbance to, and protection of, existing native
species that are being retained. Soil disturbance must be kept to a minimum
to prevent or increase any potential erosion.

When using chemical treatments, ensure manufactures instructions and
recommended guides are adhered to. Ensure all practical measures are to
be taken to prevent any contamination to ground or water bodies. Remove
any soil or material contaminated by chemicals or substances detrimental to
human or plant growth in a safe manner.

All noxious weed seed and plant material must be collected and disposed of
off-site in an appropriate manner at a council refuse facility.

After all weed removal has been completed all areas marked for revegetation
are to be covered with clean site mulch to a nominal depth of 50mm. Ensure

mulch is entirely free from noxious weeds, rocks, roots, rubbish or any other
deleterious material.

4. GENERAL NOTES

All works are to be supervised by staff experienced in weed control and
native vegetation rehabilitation works.

Recommended species should be sourced from local provenance suppliers
to ensure indigenous stock is reinstated.

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

Note:
Refer Cover Sheet for legend.

Cc AMENDMENTS FOR OPW 2014-11-07 JC RB
B OPW APPLICATION 2014-04-08 JC GT
A PRELIMINARY 2014-04-04 JC GT
ISSUE AMENDMENT DATE DRWN CHKD.

COPYRIGHT

THE DESIGN ILLUSTRATED IN THESE DOCUMENTS IS THE EXCLUSIVE PROPERTY
OF DILLON FOLKER STEPHENS PTY, LTD, ACN 095 884 129 AND MUST NOT BE
REPRODUCED, OR USED IN WHOLE OR IN PART WITHOUT THE EXPRESSED.
WRITTEN PERMISSION OF DILLON FOLKER STEPHENS.

 

APPROVAL ONLY
NOT FOR CONSTRUCTION

A

DFS GROUP

 

INTEGRITY * EXCELLENCE » SUCCESS

T 07 5443 5566
F 07 5443 9977

[email protected]
dfs.com.au

TOWN PLANNING
LANDSCAPE ARCHITECTURE

LIQUOR LICENSING
ENVIRONMENTAL

CHECKED

LANDSCAPE ARCHITECT

 

TITLE
Vegetation Management Plan

PROJECT

Mazda/Hyundai Showroom
FOR

GP&LP Properties Ltd Pty
AT
148 Eumundi Noosa Road Noosaville

SCALE

1:300 @ A1, 1:600 @ A3

DRAWING NO.
CD-002

PROJECT NO:

 

14025

 

 

 

Page 17

           -
           --

    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
Joins CD-004

 

  
    
     
    
  

We ov YA
2 CYC rév
. A we “sh JY
Signage —————__~ Qe \\ 6
- refer to Architect _~ QF

   
   
    
    
 
  
     
  
     
   

LOM CNS |

con YY Xo

4a ZOY ten SS |
a7me pS He A
6 CRA ova RT )

i OV
lO
S UCYC rev
a Planted Jov
° - up to, 506
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& eva
8 Ug
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5 SYZ cas

Above-groun’ ain-water tanks
- refer to Hydratulic Plans

      
  
   

é We
DM)

  
   
 
  
  
 

\ : SIAL “ & g
2 ELAM G fr A 4 4 2
A La § <7 FeneSType 1 to be fixed to ingidle of
\ATHE min A, oo . 4 < feck retaining wall ¥
EM? Paw SYZTT ¢~ refer to Detail 06 CD-200 fof fence
\ Q DOR pal 4 m2 - refer to Civil Engineer for retaining wal

 

\ Ica —
VB AZ —~ -
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Sf Pr LE
SS & wag Typ ¥ —
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wef YS ae
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a yer
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NO eK

 

e
a ° Ue a ~ yew
ASS a
rr A rn NOOSA COUNCIL
4A A a b

APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

 

 

Note:
Refer Cover Sheet for legend.

Cc AMENDMENTS FOR OPW 2014-11-07 JC RB
B OPW APPLICATION 2014-04-08 JC GT
A PRELIMINARY 2014-04-04 JC GT

ISSUE AMENDMENT DATE DRWN CHKD.

COPYRIGHT

THE DESIGN ILLUSTRATED IN THESE DOCUMENTS IS THE EXCLUSIVE PROPERTY
OF DILLON FOLKER STEPHENS PTY, LTD, ACN 095 884 129 AND MUST NOT BE
REPRODUCED, OR USED IN WHOLE OR IN PART WITHOUT THE EXPRESSED.
WRITTEN PERMISSION OF DILLON FOLKER STEPHENS.

 

APPROVAL ONLY
NOT FOR CONSTRUCTION

A

 

DFS GROUP

INTEGRITY * EXCELLENCE » SUCCESS

T 07 5443 5566
F 07 5443 9977

[email protected]
dfs.com.au

TOWN PLANNING
LANDSCAPE ARCHITECTURE
LIQUOR LICENSING
ENVIRONMENTAL

CHECKED

LANDSCAPE ARCHITECT

( d PRINCIPAL

TITLE
Landscape Planting Plan
Sheet 1 of 3

PROJECT

Mazda/Hyundai Showroom
FOR

GP&LP Properties Ltd Pty
AT
148 Eumundi Noosa Road Noosaville

SCALE

1150@A1,1:300@A3
DRAWING NO. “T-
CD-003 /|>
PROJECT NO.

14025 XL

 

Page 18

           -
           --

    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

   

 

 

2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
     
           

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
  
  
  
  
 
   

Note:
Refer Cover Sheet for legend.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

  

 

 

 

 

5 SYZ lue 17 8YZ|
14 SYZ lle — — 1 XAN chr _ oe _ oe oe is ee \
\ l = y T\ = a = ~ \
Nf \ NU / { \ -_\\
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_ _ _ _ _ 4p - qo
Mix B 2.
2 MEL qin (45ltr) - refer to CD-003A for plant numbers| 2
Mix A 16 SYZ TT 1 SYZ cas 4B
% 126m2 \ re ~ S
| HIB sca (25%) ’ .
° LOMKB (25%) \ 4 8
| - LOMIon (25%) \ F a K
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J _ es B OPW APPLICATION 2014-04-08 JC GT
| \ 41. ACM min — A PRELIMINARY 2014-04-04 JC GT
4 __|——-1 BAC myr | ISSUE AMENDMENT DATE DRWN CHKD
i 4
| fo. : eo — COPYRIGHT
THE DESIGN ILLUSTRATED IN THESE DOCUMENTS IS THE EXCLUSIVE PROPERTY
| OF DILLON FOLKER STEPHENS PTY. LTD. ACN 095 884 129 AND MUST NOT BE
REPRODUCED, OR USED IN WHOLE OR IN PART WITHOUT THE EXPRESSED
o | WRITTEN PERMISSION OF DILLON FOLKER STEPHENS.
| +4, / \
’ APPROVAL ONLY
i sevzlue C NOT FOR CONSTRUCTION
° So
} *__|——— 1 BAC cit
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| HIB sta (45%)
° LOMKB (45%)
| \ LOM {on — (45%)
| | ae R PETS
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|
| INTEGRITY * EXCELLENCE * SUCCESS
o _ oo a | / T 07 5443 5566
| 8 — —\ 2 MEL ai (alte F 07 5443 9977
° \ Ns \ ! ;
\ ?>\ ss s__s-_ 5 s-_s- 8-8 ss 8 8 8 88h 8— [email protected],.au
® | | \ Gr. \ LOM Jen dfs.com.au
| | | \ ® 3 35m:
® | ? | a \V/ TOWN PLANNING
| / , a LANDSCAPE ARCHITECTURE
° J LIQUOR LICENSING
t ! ENVIRONMENTAL
| 5 CHECKED
| a
O
o
| oO
o Oo LANDSCAPE ARCHITECT
a O
oO
\ o

 

 

TITLE
Landscape Planting Plan
Sheet 3 of 3

PROJECT

Mazda/Hyundai Showroom
FOR

GP&LP Properties Ltd Pty
AT
148 Eumundi Noosa Road Noosaville

 

NOOSA COUNCIL
APPROVED PLANS sou
OPW14/0165.01 9 DEC 2014 Bee

PROJECT NO:

14025

 

 

 

 

 

Page 19

           -
           --

    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
Notes:
- Thoroughly water the root ball immediately after planting.

Form an earthen basin ————, XQ i
around the base of the SQ |
plant. \
\ ——— <
Mulch: Pull away from ——, > —
base of plant. \ \ SS

\
\ \ 250—+
Lenn YY

 

  
   

   

 

Fertiliser: Do not allow YS]
contact with roots. | a4

Topsoil blend

Water retention additive
(01 \TUBESTOCK PLANTING DETAIL

\e0-200 /1:10@A1; 1:20@A3

 

Notes:

- Place the rootball on a firmed base to achieve required FSL.
- Thoroughly water the root ball immediately after planting.

- Number of stakes will vary with pot size. Refer plant schedule.
- Cultivate sides of excavated hole 50mm.

 

  
 
    
 
 
 
 
  

VAN

&
Hardwood Stake: 25x25x90mm —|

Place 600mm into the ground. S
Do not place through rootball. 5
Secure with ties by looping ina
figure eight pattern . u

Excavate 1.5 x pot size to
allow for adequate
placement of topsoil
blend/ameliorated topsoil

Mulch: Pull away from
base of plant.

Form an earthen basin
around base of plant.

 

 

 

 

 

 

 

Topsoil blend

 

Fertiliser: Do not allow
contact with roots.

 

Water retention additive

(02 140mm TO 300mm PLANTING DETAIL

\eb-200/ 1:10@A1, 1:20@A3

 

Notes:

- Place the rootball on a firmed base to achieve required FSL.

- Thoroughly water the root ball immediately after planting.

- Number of stakes will vary with pot size. Refer plant schedule.
- Cultivate sides of excavated hole 50mm. 5 SS

 

   
 
   
  
 

_
>
v

Hardwood stake: Place 600mm —>
into the ground. Do not place

through rootball. Secure with ties
by looping in a figure eight pattern. | |

Raise plant 50mm above §=£—H-—— \ |
finished surface level. | |

Mulch: Pull away from base
of plant.

Form an earthen basin
around base of plant.

eee
Topsoil blend
Water retention additive
Fertiliser: Do not allow

fertiliser to come in
contact with roots.

VVVVVV VV TTY VV OV

, # Z i h ry Ee
10 - 20mm Drainage gravel Ye Vv out ws v a.

4VVVTT72Xwivyyv7yv
VV VV TTT

/03>25ltr TO 45|tr PLANTING DETAIL

f }
\eb-200/ 1:10@A1; 1:20@A3

 

Notes:
ot - All timber to be CCA pressure treated to
ay AS1604, Hazard 5, rough sawn pine.

 

 

 

 

 

CX

y

\

 

x

39.

2
S

| _]100mm

[| 450mm Batten screws.
Edge Type 1

F
tine edge

x Stakes

- All timber ends to have one coat of Cuprinol
or equal prior to installation.

- Stakes to be 400mm into ground at max.
1200mm centres, or as required to obtain
smooth curves. Top of stake to finish 20mm

\ below top of timber edge. Where timber

Ne Existing/compacted edges meet at corners provide double stakes.

/subgrade/subase - All fixings to be hot dipped galv.

CK - Leading edge is to be free of burrs and
\

~
SAMS

splinters.

(X) = Height above FIXINGS
38 finished surface level 50mm Bugle Headed

DX FLusH Batten Screws.
75mm Bugle Headed
[| 20mm

Batten Screws.
100mm Bugle Headed

Stakes - 38x38mm

(04\EDGE TYPE 1

\¢d-200/ 1:5@A1;

1:10@A3

Ye Soil blend or site topsoil

- 300mm deep

 

 

Y,

y NY \ Curvated subgrade
: vy VIII 4 Notes:
LiKe

application requirements

(05 \ TYPICAL GARDEN BED PROFILE
\e0-200/ 1:10@A1; 1:20@A3

 

 

Notes:

- Palings to be CCA pressure treated pine
100 X 19mm to AS1604 Hazard 3. Fix
palings with 2 (No.) 50mm x 2.5mm screw
shank or ring shank HDG nails to each rail.
- Fix palings to rails as shown. Overlap of
palings to be 30mm.

- Posts to be CCA treated HWD to AS1604,
Hazard 5, refer spec. Aris all edges. Alll
posts to be 100 x 100mm, evenly spaced
with a maximum spacing of 2400mm.
Corner posts and end posts to have
footings to a depth of 900mm.

- Rails to be CCA treated Pine to AS 1604,
Hazard 3 100 x 50mm as per spec. Butt
join rails as shown on alternative posts
where possible. Screw rails to posts with
1(No.) Type 17 100mm Bugle Head Batten
Screws. Aris all edges.

- Capping to be CCA pressure treated pine
to AS1604, Hazard 3 100 x 25mm. Screw
capping to rail with 1(No.) Type 17 Bugle
Head Batten Screws @ 600 cts. Arris all
edges.

- Hot dip galvanise all screws and fittings.
Coat with a film of grease or a bitumestic
product before use.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

ee — GL.
oO
wo
oO
: 10mm dia.
‘4 ° Gravel
50
ees Fix to Retaining wall

where applicable
Refer to detail below

 

 

Typical Elevation - not to scale

 

 

 

 

 

 

 

 

Paling
| ee
£ T !
| c Rail

~ Post

Typical Plan - Post and rail detail

Capping - 100x25mm

 

 

a Post
S - 5° fall on top
= Rail

Paling

 

 

 

Typical Section - Capping detail

Paling - refer to notes
Post - refer to notes

  
 

 

—— Rail - refer to notes

——— Retaining wall with capping
- refer to Engineer

,— Attach post to retaining
wall with 2No. masonry
| anchors/Chemset

GL

Nom.50mm gap

K

 

 

tp

et

Ce

 

 

 

Ss

 

SS
Y

 

 

 

 

 

 

 

Y CK

Typical Section - Footing detail

/06\FENCE TYPE 1

(0-200) 1 TO@AT, 1 20@A3 “As noted

_ 1200mm high timber fence

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0165.01 9 DEC 2014

 

Note:
Refer Cover Sheet for legend.

Cc AMENDMENTS FOR OPW 2014-11-07 JC RB
B OPW APPLICATION 2014-04-08 JC GT
A PRELIMINARY 2014-04-04 JC GT
ISSUE AMENDMENT DATE DRWN CHKD.

COPYRIGHT

THE DESIGN ILLUSTRATED IN THESE DOCUMENTS IS THE EXCLUSIVE PROPERTY
OF DILLON FOLKER STEPHENS PTY, LTD, ACN 095 884 129 AND MUST NOT BE
REPRODUCED, OR USED IN WHOLE OR IN PART WITHOUT THE EXPRESSED.
WRITTEN PERMISSION OF DILLON FOLKER STEPHENS.

 

APPROVAL ONLY
NOT FOR CONSTRUCTION

A

DFS GROUP

 

INTEGRITY * EXCELLENCE » SUCCESS

T 07 5443 5566
F 07 5443 9977

[email protected]
dfs.com.au

TOWN PLANNING
LANDSCAPE ARCHITECTURE

LIQUOR LICENSING
ENVIRONMENTAL

CHECKED

LANDSCAPE ARCHITECT

 

TITLE :
Landscape Details

PROJECT

Mazda/Hyundai Showroom
FOR

GP&LP Properties Ltd Pty
AT
148 Eumundi Noosa Road Noosaville

SCALE
As Noted
DRAWING NO.

CD-200

PROJECT NO:

 

 

 

 

14025