Skip to the record
Noosa's #1 Council Tracker.

Original source · versioned page text

Appendix B - Existing Stormwater Drainage Plans

of 2

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
 

 

   
  
       

 
  

   
   

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
> gn? ot” :
1 2 a 08 ,
=
. 2 .
Zz
RP6BSIS RP68S98
ot :
‘ Trees Abt 12m High a
Q| me e Seat ca . Break into :
300% 900 SO sity 8 worst Tene & — exishig pit we .
. field Inlet fb gae 7 58°52'50" SURV ete 4 ° wn :
Grate RL ¢ . + 7 ¥ - 2
963. vans \ w Trinser rattltence 07° SUV fo a (Gow ) 4 Ue se” ot ov . Pit No.2 ww >
+ gh . e ¥ Se? <_
coe ° ON 250 187-95 KE A,
: \ es ;" . vt
on" s . New |
a Cone Block + Junction ‘
Bultding Pit $
2 RP 35092 “POMONA BOWLS CLUB” -
PLAN 20 (NOTE: UNDERGROUND SERVICES HAVE NOT BEEN LOCATED) . . an
‘
Note . Stormwater Pipe to be SHARE OP HOOSA Jo
Pvc to Asi254 inpasartrepettt any ar approved sible to wan
. with the requireméat ‘of ‘the Building Act 1975 and cures .
Santendments to the Act, Councils Bylaws and any condition’
Sshown'on the approved plans and building permit. °
the plan and specifications bE |e,
% 250 Pp : NATURAL SURFACE LEVEL eee ers who ‘ne widen approval of the Principal
Vc faulicing Sutveyor 8/94
Bukting Parmitte, Qn
—— ee sm lanEn
ap. ENGINEER
NGIN .
| --——_. N Exishng concrete Footpath :
J
— oo = Ensting Stormudler pifs.883)| JOHN NORDEN & ASSOCIATES
* vf Exiting Kerb ard! Charme! SUITE 16 TEL 07%4-497137
[-——_] a TEWANTIN. PLAZA
POINCIANA AVE
1 | TEWANTIN “Ld
eg it ODA
Existing #450 | TRA DATE
L rm Stor Rep "
. 7 oes Pipe. LAs marctt 193%
; Hs BESTENED CNO ”
GRADE 4 IN 40 | rz OA \ 94./35-2
: ‘ feta eae
DATUM _ 87-04 _ - DETAILS & LEVELS FOR =| SME 1: 700 70
. CE z 3 8 q 8 x 3 a a a a - PROPOSED patum: ano. OD,
ie Ba x x & a 3 p AHD. VIO
j SURFACE LEVEL k a a. a g 4 4 & a 4 & = & - 4 ; x =| a sa a Ts STORMWATER DRAINAGE - 1
. to] o ‘oO m7 C a |e x e :
wert tever | § 3 3 a a a a 3 a 2 g S. __&|_| &|| WITHIN LOT 2 ON RP35092 STATION | ORIGIN: Pw75798,
J 9 3 a ol. aed iq STREET, POMONA .
CHAINAGE 2 Q ‘Q a ¥ 8 a 8 a a g 5 i § meee Oates 3/3/96,
! t ot LONGITUDINAL SECTION SCALE 1:200 HORIZONTAL . . : REE: 274
} ‘i _ \ 4:20 VERTICAL
“en jeuneqreeye pny inp nay " nym niin MT Hist iia uoniparips nant repay U nnn raga tanger jinayeity sry penny penpuy jaya itnyenny inayat
ma] el at al sl el 7 io 11 112 13 1/4 115 116 117 118 119 20 1 2i2 als 24 els 26 2i7 els 2ls 30 iN Nl ICROGRAPERG ,

 

HUT epee meen eee Eee ep yey eens a APPLI CATI ONS”
8

ncn

 
Log in to download the original file

Appendix B - Existing Stormwater Drainage Plans.pdf · 407 KB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.