Approved Plan OPW22/0100

     .26
  15
 WM
WM




                                                       Issue:




                                                                                Unit 1/11 Project Ave,
                                                                                Noosa Heads
                                                                                Ph (07) 5455 5604




                                                       DEBUILD T/A
                                                                                email:[email protected]
                                                                                web:www.scg-engineers.com
                                                                                ABN 40 098 481 899




                                                           Title:




                                                          Project


              NOOSA COUNCIL
              APPROVED PLAN                               Date:       Drawn                Design

           OPW22/0100 15 JULY 2022                         Checked:   Drg No.                        Rev.




                                     Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

www.dialbeforeyoudig.com.au ALL STORMWATE

SAY DIAL1100

yy BEFORE YOU DIG

 

  

 

 

 

 

HEIGHT DATUM

Lot 1 on RP130594 & Lots 80 &

81 on RP71151

Level Datum AHD

Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd

Drg No. 21215DET

 

 

 

 

BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.

 

 

 

BINS AREA.
PROVIDE DRAINAGE PIT FOR CONNECTION TO

 

R

PIPES TO BE LAID AT
1:100 MIN. UNO.

4/125x75x4.0 RHS (GALV.)

LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.

 
 
 
  
  
 
 

15kL ALL CAST PRE CAST IN-GROUND
TRAFFICABLE STORMWATER RETENTION TANK
RECEIVE ROOF RUNOFF (ONLY) FROM UNITS 1-3
& UNITS 17-20. PROVIDE PUMP OUT FOR
IRRIGATION PURPOSES & BIN WASH DOWN.
WARNING SIGNS AT TAPS 'NON POTABLE’.

REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED STONE PITCHED SWALE TO ALLOW
FOR OVERLAND FLOW TOWARDS BIO-RETENTION /DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B

 

 

 

 

 

REAR OF UNITS DRAINED VIA GRATED

FIELD INLETS AND INTERCONNECTING
DRAIN TO SITE DRAINAGE. REFER DRG
SW1.2 FOR TYPICAL DETAIL. SWALE
FORMATION FOR OVERLAND FLOWS

DIRECTED TO BIO/DETENTION BASIN

  
      

OVERFLOW WIER WALL AND
SCOUR PROTECTION ALONG
PROPERTY BOUNDARY. REFER
DRG SW1.2 FOR DETAILS

PROPOSED 60m2 BIO RETENTION

BED AND 200m3 DETENTION BASIN. (EXP—4)
FORMED WITH BLOCKWORK WALLS.

REFER DRG SW1.2 FOR DETAILS

  
  

 

 

 

 

 

 

 

 

 

 

   

 

SEWER MAIN. PROVIDE BUND SURROUND TO
DIVERT SW RUNOFF AWAY FROM AREA. REFER
TO HYDRAULIC CONSULTANTS DETAILS.

FRONT OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
SWALE DRAIN FORMATION FOR
OVERLAND FLOWS DIRECTED TO

 

 

 

    

 

 

 

 

 

 

 

 

   
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY
/
/
/
gon
/
LEGEND
_---77 INDICATES EXISTING SURFACE CONTOURS 6D-200
4807 AND LEVELS TO AHD. (Coot
Fauy INDICATES DIRECTION OF FALL
A TO FINISHED SURFACES. sw
S.L. 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT
ILL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT
JP1 —450Sq STORMWATER JUNCTION PIT, PRE-CAST ©—— R-Sw

XI

CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY

400Sq GRATED FIELD INLETS, PRE-CAST

CONCRETE & HEAVY DUTY GRATE WHERE IN

DRIVEWAY, POLY AND LIGHT DUTY GRATE WHER 9=—————T
IN LANDSCAPE AREAS, REFER DRG SW1.2 FOR

TYPICAL REAR OF TOWNHOUSE CONNECTION

DETAIL.

600Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY

crt

Ej 6r2

 

RW

600x900 GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY

— SWALE +>

& GP3
y6r4

900Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. WITHIN BIO/DETENTION BED, REFER
DRG SWI.2 FOR ORIFICE AND RAISED GRATE
DETAILS

 

 
  

  

OVERLAND FLOW

Qhoo - Qio = 12 L/s
Qatow = 215 L/s

 

  

 

 

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

 

RAMP. ww

    
   
    
    
 

 

 

DUTY GRATE.

SUPPLY LINE

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 79 STONE SCOUR LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie» PROTECTION T
EUMUNDI NOOSA ROAD KERB + CHANNEL. aw | is RP106085
| | ,
te "aise \ sewrloae gr iene ge é
oo 1506 uPVC CPI 150¢°uPVC CPI 1506 uPVC CPI o 1506 uPVC 79°10'00” 95.916 _GP1 2259 uPVC CPi 2”: 2258 uPVC GP1..2° 2256 uPVC CPt oP 1 BLOCK R-WALL . S.L. 11.10 | “
px - - oA Spar — sar -S Waar we SWF s ee = SiS sare gg S Wie nr Sg sar SW See gy wae 9 Wo Sear — we Eh es {IL 9.25 3 x x F
" f — CP Py 1 cas) P setenv an
Po }—-—-—-——--————}—----—-----4 LL. 10.20 (grassed beyond bi ” x
/ | r | bed area pi
4 O, Y VITTTTI IZ, , EXISTING INTER-ALLOTMENT DRAINAGE
ef / VMAIIWIIS V4, CCCEL YA | z CONNECTION POINT. EXISTING PIT REPLACED WITH
i. Vy; | = EW PIT & EXISTING 2254 BRANCH PIPE
/ TH104 | TH201 TH202 <TH203 TH204 : 2 we INCREASED TO 3008
/ . L / : Cre ' S ki IN ACCORDANCE WITH STORMWATER
= aa | ( EDL TOO | | EFL 14.000 cont Bo} set FFL: 12.600 x eS MANAGEMENT REPORT BY SCG CONSULTING
A Rees] | te 14. ! |b FPL 13.850 15.250 7 FPL: 15. ~FPL:12.450 | ENGINEERS.
| S I 1 an , / ‘ -
Pt ! ptt Ss Qioo - Qio = 34 L/s ! | re / Ye Z CONNECTION. REFER. NTERNAL | ° BIOBED 2258 COLLECTOR
r — ot Quow = 934 L/s Lai wyyn | Qioo - Qo = 64 L/s 7} HYDRAULICS CONSULTANT | PIPE SHOWN WITH 1008
fi SL. 16.000 f SRS ~ xo — | | Qutow = 235 L/s is LE YO, L. FOR DETAILS, TYPICAL. 4 SLOTTED BRANCH PIPE AT
7. LL. 15.600 Ip NUS AAS Se NE S SSS Lae MS A= a y —, 1.0m CTRS INTERCONNECTING
2 LL SL_15.750 7” [SL 14,860 iL 12.
z2 7 EA / FALL Z 7 E, Ut:
=, FLOW VERT HL 18.150 S FLOW INVERT 2250 uPVC, i. 15.900 a “Reg [IL 11.000 | fe HEAD WALL AND STONE
Tt Sa + --— i sw <Sw Sw. BW: \ “ sw—3008 UPVC ow >| IL: 1.020 ( RP106085 SCOUR PROTECTION
~S FAL | OPS ys ES a » P3\ FLOW INVERT sl , EROS F
‘SO 6 _ < | pe \ SO Eris] Bean ee
Sopa fe s3] ; oo iL 12.200} - U7, PROVIDE 2.5m WIDE RAMP FOR
=L- I Ir 1 a ¢ Ls < MAINTENANCE ACCESS INTO
| > l Yo cPt Sev g
Wi \ GP gz i, ‘ we & BIO/DETENTION BASIN
| CY, THA01 a IZ wT A pS. ¥
° 16-600 <3 ST | WY . “AM ~ is // TH301 f T f ~
16-45 PA : ei “ FFL: 16.500 | L| ST] / ~ FFL: 15.000 | SLasé0 wa “ XN e “eS PAVEMENT LEVELS AND BREAKS IN
: ! FPL:16.150 7“ oS Ne FPL: 14.850 | be? \ i KERBING TO ALLOW OVERLAND
. 2 vy | AMI ze NM | aE Iea- > Fi Ls FLOWS INTO DETENTION BASIN
& OVERLAND FLOW ! All L-| OVERLAND FLOW = — ew a ee Lf —
oot Bz Qtoo - Qi = 19 L/s Oo | Quo = Qy = 15 L/s ON : SW/EX aM 53076 ‘SW/EX SW/EX sw/ex
~ Qaiow = 409 L/s | F 6.1m MINN) Ogiow = 215 L/s YA x
Pr 16.450 Hi Y | I vas \ PROPOSED BLOCK
| de FPL: 16.300 1 ! . FFL:15.000 “4 2/3 Ly os BOUNDARY WALL
ra 6.1m MIN | we CP N| i hee EL 14.890 GPa | : a,
a oI | | [4 EXISTING
| P2 | —F Y GP2 wy | Pr . INTER-ALLOTMENT
| [SL 16.280 i rel cp \ \ » TH303 cpt |i | $ 99 x A DRAINAGE
etfuctseso) ~~ «*FFL:16.450 ie VA FE 009 4 2 SP 106085 <
a FPL:16.300 | 8 | 14850 | <T 99 <
Z 16. 3 FPL: 14.850 | pp}
24 | YA \A 1 | T| \ RP106085 \
3| | | 1B | A] \ \ Se
mh | | a 2 \ \
| V/ | | be x
| - -FFL:16.450 “| TH304 | = “ © Mt
2 VSL, aes “4 a |
7 Ye FPL: 16.300 FFL: 15.000 <
ey | © @ g J
Lo Ly SL. 16.400 | V4, | FPLA4.890, ; x
IL. 15.800 E¢: by J | fe a
— oe i a7 "36° K,.063 <u bh B}—--—-___
= = > 84985 _ LL - = —— -!_ —__ {E —
: B .
f is x _ —_ * \ x
HATCHING INDICATES ROOF I | :
STORMWATER TO BE DIRECTED 10
HARVESTING TANK. FINISHED SURFACE LEVELS REAR OF UNITS DRAINED VIA
ALONG SIDE BOUNDARY TO GRATED FIELD INLETS AN F Revisions for Council RFI 01.06.22
200(W) GRATED DRAIN WITH HEAVY FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO E | Revisions for Council RFI 19.05.22
SITE DRAINAGE TYP. Dd OPERATIONAL WORKS ISSUE 05.04.22
Cc THO6/07/08/09 REVISED 09.03.22
B BINS MOVED TO FRONT OF SITE 22.02.22
NS NOTED MINN On Fat Umess SITE PLAN — SITE STORMWATER DRAINAGE PLAN THIS PLAN TO BE READ IN CONJUNCTION WITH ROOF DRAINAGE ALL GRATED STORMWATER PITS WTHIN DIVEWAY A___| MAINTENANCE RAMP_ADDED 11.02.22
NOTED OTHERWISE Scole 7 200 SCG CONSULTING ENGINEERS STORMWATER ROOF DRAINAGE BY HYDRAULICS CONSULTANT, TO BE FITTED WITH OCEANAGUARD GPT INSERTS Revision | Description Date
, MANAGEMENT REPORT 31131(SWM) irinaiics MO 10 Be DReCT OTE an APPROVAL
INDICATES ROOF STORMWATER DRAINAGE 15kL STORAGE TANK AT THE FRONT OF THE SITE,
LINE TO HYDRAULIC DESIGNERS DETAILS. THE REMAINING ROOFS TOP BE CONNECTED TO
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SW PITS WITHIN THE DRIVEWAY DO NOT SCALE FROM THIS DRAWING
ONLY CONTRACTOR 70 LOCATE ALL SERVICES iated detais contoined on thi
SERVICES ARE TO BE PROTECTED IN e written permission ot /onsulting Engineers.
INDICATES TELSTRA LINE APPROX ACCORDANCE WITH THE AUTHORITY Unit 1/11 Project Ave
ALIGNMENT, BUILDER TO CONFIRM EXACT RESPONSIBLE FOR THE SERVICE a Neooe eae
LOCATION PRIOR TO WORKS ; Ph (07) 5455 5604
5 email: ‘[email protected]
INDICATES EXISTING SEWER LINE 3 Nes web:wiww.sog-engineers.com
INDICATES POSITION OF RETAINING WALL
REFER EARTHWORKS DETAILS KE 0 SITE STORMWATER
INDICATES ALIGNMENT OF SWALE AND
DIRECTION OF FLOW, REFER TYPICAL EX. SWPT EXISTING STORMWATER PIT DRAINAGE PLAN
SWALE DETAILS RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE Project
E.0.B. EXISTING EDGE OF BITUMEN _ :
K &C EXISTING KERB & CHANNEL NOOSA COUNCIL 89-93 Eumundi Noosa Rd,
INDICATES OVERLAND FLOW CAPACITY Ne RINE APPROVED PLAN NOOSAVILLE
» Qo EP. ELECTRICAL POWER POLE
DRAINED VIA UNDER GROUND PIPING KERB EXISTING KERBING OPW22/ 01 00 1 5 J U LY 2022 Checked: Drg No. Re
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835
1:400 @ A3 A S Richardson 31 { J -SW1 | F.