SCG 31131-OPW-2022.05.19-Issue 2.pdf

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  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




                                Date:       Drawn                Design

                                 Checked:   Drg No.                        Rev.




           Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

  

 

www.dialbeforeyoudig.com.au

SAY DIAL1100

 

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

 

 

FRONT OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
SWALE DRAIN FORMATION FOR

ALL STORMWATER

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.

 

 

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
SEWER MAIN. PROVIDE BUND SURROUND TO

  
 
 

 
 
 
  

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

 

 

 

 

 

 

 

 

   

 

DIVERT SW RUNOFF AWAY FROM AREA. REFER
TO HYDRAULIC CONSULTANTS DETAILS.

OVERLAND FLOWS DIRECTED TO

DRIVEWAY

   
   

LEGEND

_--777 INDICATES EXISTING SURFACE CONTOURS

48.07

F,
fll

 

S.L. 12.50
LL. 12.00

Xd

 

 

 

 

JP1

Sort

4 GP2

& GP3
SB GP4

AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.

INDICATES SURFACE LEVEL (S.L.) AND INVERT

LEVEL (I.L.) OF ADJACENT STORMWATER PIT

450Sq STORMWATER JUNCTION PIT, PRE-CAST

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
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

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

900Sq GRATED FIELD INLETS, PRE-CAST

CONCRETE. WITHIN BIO/DETENTION BED, REFER

DRG SW1.2 FOR ORIFICE AND RAISED GRATE
DETAILS

  

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
     

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 79 STONE SCOUR LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie» PROTECTION (Of
EUMUNDI NOOSA ROAD KERB + CHANNEL. | Coa) | ‘) RP106085
SL 1550] | |x lie \ Lk a oe
HS 1509 uPVC cP1___1508-uPVC cP1___-1508 uPVC Gp 1509 uPVC 79°10°00” 95.916 2256 uPVC —gpy* 2258 uPVC, = GPL» 2258 uPVC py 2 SL HAO] “4 $
— > + = 7 = — — > = GP1 “ 7 a > = Z b)
S ( = SMA Si sane => sae -S Waar aa SW 9 RES — aes oma tas = Mis ser gg— 9 Wie one Shag oun > SW ae ek mrs ie iy 7 BLOCK R-WALL : A. 9.25 m tr *
, 7 Sale yy,
mI ( ; " "I | [po TL __ [Sb 11.50 DETENTION BASIN & *
™~ “ po tt} -=-=-~ | }—--j--------—}------- L Ie 10.30 (grassed beyond bio x
~ /. | \ r i \ | bed area) fi
= |
44 “/ ty, 7 \ ] EXISTING INTER-ALLOTMENT DRAINAGE
| J / K DX VMI OL, A “ “ DoT 7 \! z CONNECTION POINT. EXISTING PIT REPLACED WITH
i. SO Y) \ . ‘ = EW PIT & EXISTING 2259 BRANCH PIPE
Ke “THOS. <TH102 THIO3» TH104 1202 14203 TH204 \ « INCREASED TO 3009
x \ : ; TH201 \ TH \ r
7 cS FFL>15:900 FEL: 19.500 FFL?15,500 FFL: 15.050 Ly r+ FFL44.000 FFL:13.400 FFL: 13.400 AFL: 12.600 \ i WS IN ACCORDANCE WITH STORMWATER
= - @| | / . ‘ < FPL 45 350 FPL: 14.90 / 114. : A i 12. \ || 2 MANAGEMENT REPORT BY SCG CONSULTING
“| /E-Bing-4 b FPL: 15;750<. FPL:15.350 SPELT. FPL 14. \! | 1 FPL:13.850 FPL:18,250 | FPL:15.250 4 FPS 9450 © | ENGINEERS,
ad cress] << oS . \ J , % > rr
tte \ \ ] X VLA STUBS FOR ROOF WATER
ne x i \ | Woe Y ~Z] CONNECTION, REFER INTERNAL | BIO-BED 2250 COLLECTOR
! Lh ke \ ¥o 4 x 1, PIPE SHOWN WITH 1
WD \ . é = Se SI = 7p oloB’\ | \ ZA HYDRAULICS CONSULTANT E SHOWN WITH 1008
Qe es SL 16,000 E ————— Sr — bel ab ah | fa TI ES =F For ETAL, TYPICAL i SLOTTED BRANCH PIPE AT
e- iL. 15.600 \ ? NA IN ai NEN SASS SS Oh KY BAY eS Z - As ‘@ — " ; 1.0m CTRS INTERCONNECTING
J \ / Fall S.L_15.750 / E “~~ ISL. 14,860 \ ‘\ : SL 12.450] | OUKS x
2 whe bo \ ALI, 7 eT. \& , \ 5 "oe E, AX:
neve IL. 15.130 \ ess 7 iL. 13.900 aq z 7 Ru y \ Mle) [IL 1.000 |G, ef * HEAD WALL AND STONE
—__ _§| _ FLOW wiVERT FLOW INVERT 2250 uPVC \ y \ een ee UK , 4 CEN RANE. s
Sg SER _ aw ei ove as \ sw 2258 u , \ p 3009 uPVC =| IL: 11.020 en | whs SCOUR PROTECTION
Nome bs ‘ a ae Se ee si ine ES | i RP106085
WE © SS FLOW INVERT S—\ N. sy PS) : MPSS ON GPS] | y
NOS iS \ ~SS we too-~ - yr SL. 13.030), X Ss \ We | C7
Sot ' = = = - —— ~ PROVIDE 2.5m WIDE RAMP FOR
\ i ——— L LL. 12.200f SS—= TT NZ, : x
I\. S|_ > op itih ~ ——} nest Jo& ZS MAINTENANCE ACCESS INTO
- / I ~ = | . a 4 | \ wwee<T] i \/S BIO/DETENTION BASIN
LYS PEL: 16.600 ® 7 Ya TH401 1 OL 1H301 ! f \ Lew] - 7 | 7 &| Ls é
SS 2. SDA Oe Fv SA cy 1 tS |
\ FPL: 16-450 7 % | © FEL 16.300. 4) FFL:19.000 1) eraseoqf_ — wt — Is ( VS fe “eS PAVEMENT LEVELS AND BREAKS IN
(FPEA6: a so 10bb lL 6.150 4h FPL:14.850 of) BE B80 pe ts YT o- \ KERBING TO ALLOW OVERLAND
2|\ | Wa Ae J, PES ee 7 BT FLOWS INTO DETENTION BASIN
I > | T ee Hl ZN = 7 | —_— —< — 5910 35” — — ~ ~ J ae
/ . oo Se | 23 \ ABS a G LD SW/EX sw/er oa076 SW/EX we
hp TH POF AW
‘ TH402 . T OY |
FLA16. yy >, | TH302. / A PROPOSED BLOCK
FPL 300 | | FAL: 16.450 i Fri:15.000 4 24 sg , m BOUNDARY WALL
2A att un | Me FPL: 16.300 Pt aN ISL. 14.800} FPL 44 opt {P| | “ Xe
iL 14,250 F Vi $890 BH | |. oN
\ | < \ Is i“ EXISTING
~s, rae | P2_ | nibs SATS ali 7) \ / Ye \ oo ay | 2 re CO | 7 INTER- ALLOTMENT
; SL. 16.250 OPT 11 ty TH303 Pra S 99 x Y DRAINAGE
FFL: 16900 cl ficiseso] 7. FFL16.450 r 1 Wd FFL-15,000 «fl = SP 106085 <
FPL: 16.450 S| €PL:16.300 18 | FpL12.850 | Al LOT 99 C
x SS \ / | \ \3 oe | \ EI \ RP106085 \
‘ / x } \ \ x
ra | MH Vo iN 2 \ \
S i\ | V/ VLA HE Ma af bg x
AN r\ | TH404 ! \\i an 1\ a
APT504 1 . \ \ ce . x AIS
( / . . \. ; . | v7 \ LAN “<
FFL: 16.700 gio EL 16.400 ay) ver ZS rd
16.550 eS 77% FPL: 16.300 ail] vv £L: 15.000 g
Le t im — \ \ a. ‘ J * /
KXXXS | _ ne x] iH fo | FPLNG890, & Il he
ys \ IL. 15.800 E¢: \ iN | | by SL CPtee HL" x
Or N cP c J59 1035" 84.963 ~~ SO Bec iet—-—-___
Ti = - SS = = = - pe ee - 5 —-_
as . o> ie
f Js XT —_ * \ x
HATCHING INDICATES ROOF I | \ :
STORMWATER TO BE DIRECTED 10
HARVESTING TANK. FINISHED SURFACE LEVELS REAR OF UNTS DRAINED VA
ALONG SIDE BOUNDARY 10
FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO E Revisions for Council RFI 19.05.22
SITE DRAINAGE TYP. D 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
- THIS PLAN TO BE READ IN CONJUNCTION WITH ROOF DRAINAGE ALL GRATED STORMWATER PITS WITHIN DIVEWAY A___| MAINTENANCE RAMP ADDED 11.02.22
ramp... ‘INDICATES DIRECTION OF RAMP UP OR SHE PLAN SITE STORMWATER DRAINAGE PLAN SCG CONSULTING ENGINEERS STORMWATER ROOF DRAINAGE BY HYDRAULICS CONSULTANT, | TO BE FITTED WITH OCEANAGUARD GPT INSERTS Revision | Description Date
DOWN AS INDICATED Scale 1: 200 MANAGEMENT REPORT 31131(SWM) ROOF ORANAGE FOR THO THO3, 17, M18, Issue:
6p-200 DOO(W) GRATED DRAIN WTH HEAVY 15kL STORAGE TANK AT THE FRONT OF THE SITE, FOR APPROVAL
200 ) GRR THE REMAINING ROOFS TOP BE CONNECTED TO
(Oo . ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SW PITS WITHIN THE DRIVEWAY DO NOT SCALE FROM THIS DRAWING
ONLY CONTRACTOR TO LOCATE ALL SERVICES The design and associated details contained on this and associated
drawit ‘ight and t to be id duced without
sw INDICATES STORMWATER DRAIN PROPOSED errs Ae tO BE ROR OED NL ALL the wate porkebn of SCS Consitng Engnesrs
AS NOTED MIN 1 IN 100 FALL UNLESS ACCORDANCE WTH THE AUTHORITY
NOTED OTHERWISE RESPONSIBLE FOR THE SERVICE a. Unit 1/11 Project Ave,
Noosa Heads
e-sw INDICATES ROOF STORMWATER DRAINAGE . ) SCG Ph (07) 6458 5604
—~ e emall:[email protected]
—_ LINE TO HYDRAULIC DESIGNERS DETAILS. 2 ee webs scg-engineers.com
E INDICATES OVERHEAD ELECTRICITY Title:
SUPPLY LINE
KEY SITE STORMWATER
INDICATES TELSTRA LINE APPROX
' ALIGNMENT, BUILDER TO CONFIRM EXACT EX. SWPT EXISTING STORMWATER PIT DRAINAGE PLAN
LOCATION PRIOR TO WORKS RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE Project
INDICATES EXISTING SEWER LINE E.0.B. EXISTING EDGE OF BITUMEN _ '
INDICATES POSITION OF RETAINING WALL ASL, NATURAL SURPACE TEVEL 89-95 Eumundi Noosa Re,
NS.L. NATURAL SURFACE LEVEL
RW —— REFER EARTHWORKS DETAILS FH, FIRE HYDRANT NOOSAVILLE
TP TELSTRA PIT
—— swale INDICATES ALIGNMENT OF SWALE AND EP. ELECTRICAL POWER POLE Date: pari) 29 Drawn <p | Design op
DRECTION OF FLOW, REFER TYPICAL KERB —_EXISTING KERBING Checked: rg No. =
0 2 6 8 10 |
hunnnt-——1_?>——7_'tm1:200 @ At es] RPEQ 5835 31131 SWI 1 F
1:400 @ A3 J § Richardson ~ . .