06/0159 - Op Works - landscaping, Driveway and Stormwater [As Published] · 142006.159

 

\\ 4.1
\\ peed wail and the next crossover (dirt road).
\\ scour protection it is recommended reconstructing the
\ drain to existing 5 crossover and replacing the culvert
1 1. .
culvert 102 erase xt oe with 900x900 box culvert.
C.7. 0.88 EXISTING PUBLIC FOOTPATH es
3
‘ame POST CO) 1.24
| | ro *r01 Os
\
\ PLANTER Ex’stirg public reserve
H Top at Terrcce level.
| EXISTING. PLANTIN
1 to remain Field —
\ 101 jnlet P00. Crossover \ /
100.75 8—- At Terrace Leve! with @300 \ f
culv \
\
\

Join to existing
open channel with
scour protection
refer detail

So
Pe

existing 2 epg ge
O. IC4 infiltration
0.9 box culvert “4 chamber #1250
\ refer detail Note:
The flood levels, especially at high tide
conbined with rainfall events require

SL1.14
1.0.00

 
 
  
 
 
 
 
  
 
 
  
 
 
  
   

 

Terroce

0.71 bo 92 RL 2.23
{ fing of POOL
A08 of gy : 447 at Terrace evel .
+ eS Se TOO arcipag Field
_— inlet

    

 
   

 

 

 

 

 

 

 

 

 

 

 
  
 
 

PLANTER
Top at Terrace lever.

 

   

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 
  
    
 
  
 

 

 

 

 

 

 

 

 

upgrading the $300 culvert down at

 

   

  

 

      
 

 

 

 

  

 

 

 

 

  

 

 

 

 

 

 

  
 

 
     
   
    

 

 

 

 

 

 

 

 
 

 

 

 

 
 
    
    
 
 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

 

 

  
   
  

    

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

g | + T Ondscopi
> | Pool \! \ ‘oping vat
/ 2 ! R28 \!
ifs i= | Terrace FI overflow
° = | | RL 2.61 to Park
| E4 | SL1.41
/ / i fine_of step ot 1L0.845
| I by ity hy !
OBR 0.95 Shee aver | |
eck av
AK | RL 1.4 1.87 | Lr
/ : Tervoce | RL 1.5 |
ly | 2B terrace | Terrece
deck ove RL 28 I RL 28
2 jeck over 1 deck over
ly g landscaping | deck ove | !
ir 2 i | \ | andscoping | | ! \ —d
g a iondscap'* j
LR i jandscaping H vs i | lenascon ng \ LOCALITY PLAN
fp | x | ls \ |
nif ot Chee
\ = 1.58 |
uU \
| \ i : | |
i aioe RETAINING W \ | | |
BOOh |
~/ 0.86K X 0.99 | | | i | |
~ | fs RL 2IS iz | | | LexiSciNG 8LOCK WALL
> / I \ | BOCK WALL 25 2000n ta semoin
| i | 7890 —e : RL 1.65
/ BLOCK RETAINING ¥/ | ce | | i |
re00" | Soon | | | | i |
are UNA At i Terrace UNIT 81 UNIT Ci | i | | | UNT >! ; | | |
| Fit L2 R28 { RL 2.2 RL 2.61 197, RL 28 RL 2.16] RL 2.8 | |tevoce | RL 2.8 ly |
SL1,35 j eee prose |
ILO.66 fore | Not Note | | | | i | Ese al
a Fo ote i 6
13 we hoes Connect all DP’s to Connect all DP’s to reac | i I —H sl
/ | RL 244 field inlets along Hilton 148 field inlets along Hilton r 2.671| ise _
Terrace only. Terrace only. : | vpse 1.54 | toraseopi
4 . ise | . f Note | L 2.6 x
“¥ are “i |e Sor | reat of oFs i i |
we 3 field inlets along Hilton 7 | Note tall P's to |
ss 3 Terrace only. — vonnect a >
§/ tanascoped bark % Precise locations of | foeee | field inlets along Hilton
s DP’s refer BA dwgs } e260 | Terrace only. f FI20
"Fox’ BGP ‘LY e ] 3 | s 9 IL1.10
k
/ ‘Ox cr | x 1 3B. 2.45 | n 261 | | | 18)
Refer detcil £ | { ' | | Deck — —
/ lonascaped bank {S| a 147 | Amd) Description Date.
$L1.32 er | 2000 stgerm water = [g, lI | x ru 261 | mn P
A easemen 8 seg ; ol 2 el | ‘
6. 2 | -endsedping 2 2 g : £ 2
\ RL 2.4 ; 8 | 4 | 15) $ | a eye,
2.| 256 3 | 3 3 3 zl a
e456 L258 rj ie “| |? . |
300W | | | RL 236 | | RL 2,56 3
trench grate Eat a AL 256, | | %
11.3: t ‘0,
SL1.32 S TE > lendscaping aS a 556
S 10 ‘52 lenascaping | lencscoping OE
0 * FI FLY4
Exit ff .
. Fou S \T Cc RB ° ng S [T > C 1 Ss IT Cc D Ww A} Issue Notes Date _|
New Drivewcy LY. L ILY.8 New Drivewoy 4 re New Driveway IG For Development Approval
KL 2.0 KO For Building Approval x 23-11-05
1.09 Fon ‘ardseaping Fon 2 For Tender
~~ y fou FQl Fol Ft! h 55 Fol EXISTING BLOCK WALL For Construction
landscaping top oF 5/7 RL 2 wi As Constructed
‘ | 4 ‘ Ru 1.95: top of bank landscaping top ‘of bank: RL 2.0. RL 2.3 7
‘ i “ : = . — a PO Box 1176
115 londscoped |=4 i MS | oes) landscapers | i Buddina QLD we |
ee . vonk kins | ai 2 a> & oo Tape ponk Construction Hydraulic oe conhyd.com
Ai to K&C Se oF Ban & ~ 4 landscapea bonk RL 2.0 a la t32 5 ™ base of Bi | iho es i ‘ sal , www.conhyd.com
: + oseS FI6 a\ j gata 8. 3| Bullding ineers PH: 5444 8645
—— 5.20% = ~~ & landscope
ero en eS 13 Oe 28 Hg SL1.30 C RPZD pf 300W 8228 landscopec > | “ms — ——— FX: 5444 8224
aE (L0.90 . | | trench grate | ne = Aisa ay < 3| CONTACT: Reinhold Koenning —- MIEAust RPEQ No 7023
feng ase of benk lanasceping [t ‘andscaping $L1.32 ° 8° OF bone o1 we AP ELECTRICAL PILLAR
\ x101 | i : aS > 3 CLIENT :
x hase of bon« WM c " TELECOM BOX :
75x150 | | "Egy" | [es 38C eno. r
1.30 . ox” BGPCT L
\ galvanised Bin wash out i Refer detail | | EX:STING BUS SHBUTER IN O xia NC OLIVER PROPERTIES PTY LTD
‘ to K&C 2 join to sewer | efer cetal | | Tre remain POWER POE 133
‘ STING PuBl c FOOTPATI 128 1.40 1.26 | 1.22 Neale . Exist ARCHITECT :
if XSTING PUBLI 4 _
Ls vo spect vo we Peat | lias yoo 2) SWMH | __MIDDAP_DITCHFIELD PTY _LTD )
1,25 1.25 eB 2 1.29 / pr .
+00 119 at los 1.23 1.26 , 125 = 555 1.20 1.19 268 PROJECT: PROPOSED UNIT DEVELOPMENT
IC5 Infiltration #1 HILTON TERRACE
- : rey oT NI cS 2000 stgrm water
Driveway with HILTON TERRACE easement chamber Existing NOOSAVILLE
porous pavers SL1.32 {SW pit DRAWING TITLE:
iL-0.25 [iL=0.05 _|
SITE STORM WATER
OPERATIONAL WORKS
Design| RK _ [Checked] [pate [22-11-05 | Dwa. No.
\ scat: 1:150 on ar uno.| 2 of 2 1451-0-2 J

 

 

 

 

(RPD:-Lots 1, 2, 3 & 9 MCH3881