2576 - SBSMP-01 (Feb 2026)

 

 

 

 

 

  
 

  
 
    

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

  
  

 

 

  
    

 

  

 

   
      

 

  

 

 

 
 
  

 

  

  
 
  

 

 

 

 

Cad File: £:.414,17021\ Oocument_Tronster\ Incaming\ 45-113) Civih ACAD\ 45113-C208 — C218 Stormeates.deof2i]

  
 

 

     

 
 

 

 

 

 

 

 

 

 

 

 
     
   

    
 

 

   
   

 

 

 

 

 

 
   
 
  
 
 
   
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 
 
 
    
 
 
      
    
      

 

e
Sis
3/s
—
—_1.—_—_ £2
315
0.25m 0.5m Distance Vories 5/5
im A. im)
oO oO n o A Oi
Oo o a Qo n o a a o = =i
= %
3 : o ° .
1D oS =
3 N \
” S_ROAD
i _ _HOLT: A te Area in fill over
a — _ _ _ — ~ Grass table drain to existing table droin
be same alignment os | Existing concrete
Grass table drain end to match existing existing concrete drain toble drain
J see table drain at Chainage -S8.540 Lesion edge of bitumen INTERSECTION SWALE DETAIL
/ ocalised filling over existing Not to Scale
Z table drain and footpath £.1830.448
= Inlet from swale N.4956.788 300mm Grovel cover —_£.1837.904 m
x ——— tin 2t0 mn N.4960.953 m
. + mM == Qa al
Concrete Fable drain Fo be: Table drain Centre Line = < >
removed to Chainage -58.540 NS 9 & T2280 1% T2250
NOTE: New grass table drain to be free draining 10 existing concrete wn = \ Lo t flow to Swol
drain at Chainage -58.540 with a minimum grade of 1in 200 ” 2 jet flow to swale
’ & 375 RCP (Class 2) (8.54) adjacent to Lot 1 Access
\ 8 Provide Pre Cost Heodwall at inlet and outlet
<
N\ Lot_1 Access Culvert
- Scale 1:200
Existing top of bank
HOLTS RO SWALE DETAIL \
® 1250 \\ ee NOTE: Lot 1 Access Swale profile
Wy M begins at end of battle oxe
Swale bi where two smaller swales meet 3
wale bank after Humeceptor. Ouilet + te tab nce ek . 3 Lot 3
to be 250mm max higher drain on Holts, Rd ble NOOSA SrilRE COUNCID a
than Humeceptor surface level Remove existing timber poling fence JEL OBMENT PERMIT OPERATIONAL WORKS 4 0.207 OO? g
/ 4B) Construct 1.2m high pool fence to existing building eS OU. yg. DATE......6/ A &
/ ciD BY. . DATE, &..
Blo. — spe Py 9. Lt 8
$ ma Ae AES ORD BY PROS DRTC HLTLT: fore 3 Hes
3 si1500_Pyc sw 1 RECOMMENDED FOR APPROVAL '
a D j SECTION
NTN NF na anne nance nnences Veh ease teen nanes eeeerrers anes
, UNDER NO CIRCUMSTANCES MAY THE PLAN &
ao c ON bist ‘ ' SPECIFICATIONS BE DEPARTED FROM WIKGOUT Thé Type 2 800x600rmm field
xisting containers to be JPATTEN EVE MEMS T inlet with mm apron,
removed by others WRITTEN APPROVAL of the MANAGER LAND DEVIELOPME: roter IPWEA Dro D005)
CO) PLAMGsthigBOIENgED
2 —_—
600 RCP
. + Provide rofwater connections to
> ra manhole at 1% or as required oo Existing een
| s 10, 3} s\ Sw. —_Z)
p-[-+—— Existing containers to be . +1508 “PVC
removed by others
Swale Drain, refer Swale Not to Scale
Drain Setout below

 

 

 

 

 

 

 

 

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i in = x y y y i t 4
A a x i
Existing drainage systems - ul 2 z r r t L i. z OT_4 DRAINAGE,
to be removed 7
he TORMWA 1/H 124.31% 1889.07 5054.23 Humeceptor Model STC2
rade of batter may vary when swale is adjacent to tot 3 BORAL S TER LAYOUT
to ensure bank of swale does not poss Lot 3 boundary LOT 4 SWALE DRAINAGE SETOUT +250 NOTE: Roofwater drainage pipes to have a 2/4 124,20 1891,30 5054.98 Roofwater Inspection Chamber,
(where applicable) ond is as high as opposing bank PT.NO LL NG NORTHING minimum of 300 cover refer IPWEA Std Org 0-110
— A 125.60 1925.36 5010.92 * Invert level of outlet pipe from o/K 124.10 1891.87 5060.40 Outlet to Drain
3; (0.25 min 8 125.32 1880.03 5040.10 Humeceptor, for IL of Chamber refer
” . c 125.20 1899.07 5054.23 Humeceptor Std Drg MODEL STC2
LOT 4 SWALE DETAIL NOTE: Swole Drain to be 0.5% minimum
Not to Scale

 

 

Plot_Dote: 07/09/07 - 15:28

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SNES Draw | BM) leddy sergiacomi & cue LOCATION TRAHDNG WO.
NSC REQUESTID CHANGES oe | 09707 cuecxen | oF nascciates itd DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-C21
B [NSC REQUESTED CHANGES ce | 07/07 P . .
a | andat 0 5 pester | ow! ENC TTROVECT MANAGERS & Lanner en | Peet or “4 |
a DESCRIPTION or | ove 1 1:250 Porno | a suchas coroner 5 aerneerSuaumsones NNERS © | PROPOSED INDUSTRIAL STORMWATER LAYOUT PLAN
SP TTS ESOT IS RES RI US TEETH ?.0. 60x 1258 calouxoma, ov. oe LOT 4 (BORAL) & HOLTS RD OF c
Pieceoe en wae [osrer | A006 a7 TOT sam ren O preg my [ESTATE 36