Original source · versioned page text
Approved Plan - OPW26/0058 (As Published)
Plans and drawings: the text below has words only, no drawings.
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STORMWATER
MANAGEMENT PLAN
NOOSA COUNCIL
APPROVED PLAN Approval applies to the vehicle crossover only
OPW26/0058 17 JULY 2026
DESIGNED BRISBANE SURVEYOR DATUM DRAWING STATUS
T 07 3852 4333
E [email protected]
PROJECT
DRAWN
GOLD COAST T 07 5571 1599
CHECKED
E [email protected] LOCATION DRAWING NUMBER
SUNSHINE COAST T 07 5391 3777 USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES
E [email protected] CHECK WITH THE PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT
APPROVED
NORTHERN NSW T 02 6674 8047
WORK FROM REDUCED SCALE DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL
DRAWINGS & WORKS EXECUTED FROM THEM IS VESTED IN WESTERA PARTNERS
TITLE
DATE For and on behalf of E [email protected] SHEET NUMBER REVISION
WESTERA PARTNERS PTY. LTD. AND USE OF THERE FORE WITHOUT PERMISSION IS STRICTLY PROHIBITED! IT IS
www.westerapartners.com.au ABN 52 097 417 975 CENTRAL VICTORIA T 03 5441 0922 THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE CARRIED OUT WITH
No. DATE REVISIONS DES DRN CHK APD DOCUMENT CONTROL APPROVED E [email protected] DUE CARE AND DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT
Document Set ID: 24832267
Version: 1, Version Date: 01/06/2026
[OCR of page images]
LEGEND
ASPHALTIC PAVEMENT
REINFORCED CONCRETE PAVEMENT
REINFORCED CONCRETE PATHWAY/CROSSVER
e
Oo
PROPOSED SEWER MANHOLE 2
EXISTING SEWER MANHOLE S ORVIEWAY & BIN STORE |;
EXISTING SEWER - J. CATCHMENT TO LPOD
PROPOSED SEWER
4 311m?
eae
SEWER MANHOLE NUMBER
ON GRADE GULLY PIT
SAG GULLY PIT
600_x 600 FIELD INLET
900 x 600 FIELD INLET
7500 DIA FIELD INLET
STORMWATER LINE
STORMWATER HEADWALL
EXISTING STORMWATER LINE
x 15.49 NATURAL SURFACE LEVEL
STORMWATER NUMBER
fee Wee] WATER RETICULATION UP.V.C.
fee Wee] WATER RETICULATION DLLC.L.
—C —] WATER RETICULATION CONDUIT
| GATE VALVE
——@ FH | ARE HYDRANT
—®— | WATER METER
| SP FH] DUAL OUTLET HYDRANT.
——@ SFH] SWABBING FIRE HYDRANT
TWHHtH] WATER SERVICE FITTING
—T —| TELEPHONE
ELECTRICITY
EDGE OF BITUMEN
FENCE
21.00 —| NATURAL CONTOURS
X 22.00 _| FINISHED SURFACE LEVEL
—V—— OVERHEAD _POWER
z
AP a8 iat if
ot wi we aoa ql? ore
13 a Te ms! !
Poo oN
8, 298 no)
x rd <1 Be PROVIDE 600X600 e
21259 18 FIELD INLET. é
SL. 12.75 tat
a ‘STORAGE ‘ \
. ee] 17.50
t x %
XxX a +
* GARAGE
. \ FFL 17.50
Oe Z
ROOF CATCHMENT .
TN TO LPOD |. |
LL 883m? LANDSCAPING
r
| DROP ZONE}
. FFL 17.50
a + Nil
PROVIDE STUB
CONNECTION FOR lb
DRIVEWAY HARDSTAND .
AND APPROXIMATELY
35% ROOF AREA.
i.
EXISTING CROSSOVER & 24-2
DRIVEWAY HEIGHTS TO 24.4;
BE RETAINED TO THIS
TRENCH GRATE J
TO DISCHARGE 70 \
INFILTRATION POD.
»
25.31 2.31 K
SS 5
PROVIDE. 300mm a I RIES
TRENCH GRATE. jf. 99.15 - s
Kos, YX ae
EXISTING DRIVEWAY 16 961\
z : 4 8 /. A
CROSSOVER & VERGE « “25 at Z eS $ - o
PROFILE TO BE RETAINED. A 88 ax \
\ AS AANA PANTRY ly TCHEN & J OUTER | t TERRACE
y
a
‘3 DINING ~s } *) |p] Fr 16.55
GROUND AREA .\ FFL 17.50 i 7
BYPASSING LPOD > oe J A
100m?
NOTES
STORMWATER DRAINAGE SHALL BE IN ACCORDANCE WITH
NOOSA SHIRE COUNCIL GUIDELINES AND SPECIFICATIONS.
EXISTING SERVICES ARE TO BE LOCATED AND VERIFIED
PRIOR TO COMMENCEMENT OF CONSTRUCTION,
3. INFORMATION CONTAINED IN THIS DRAWING IS PRELIMINARY
ONLY AND SUBJECT TO DETAILED DESIGN INCLUDING BUT
NOT LIMITED TO FINISHED LEVELS, PIPE SIZES, ALIGNMENTS
AND PIT TYPES AND SIZES.
* "| GROUND AREA
+ ~ at TO LPOD
TERRACE: . 118m?
NOTE:
THE INVERT LEVEL & LOCATION OF ALL
EXISTING STORMWATER & SEWER
INFRASTRUCTURE SHALL BE CONFIRMED ON
SITE PRIOR 10 THE COMMENCEMENT OF
CONSTRUCTION,
P +
. + PROVIDE 600x600
FIELD INLET.
GROUND AREA + SL. 13.10
BYPASSING LPOD| \ \ \ Y
2
38m PROVIDE STUB
\s CONNECTION. FOR
REMAINING BALANCE OF
ROOF AREA,
2KSTORMWATER STUB NOTE:
PROVIDE STUBS AS SHOWN FOR ROOF
AND/OR YARD DRAINAGE CONNECTION.
REFER HYDRAULIC ENGINEERS DRAWINGS
FOR DETAILS.
+
STORMWATER
MANAGEMENT PLAN
SCALE 1:200 o 2 4 6 8 19
(a1 SIZE)
NOOSA COUNCIL
APPROVED PLAN
OPW26/0058 17 JULY 2026
Approval applies to the vehicle crossover only
oescneD Pa BRGEANE _ tefsgzenn] UNECE bxAHD. “T provect PROPOSED RESIDENTIAL DEVELOPMENT baawn saris
DRAWN ES WESTERA sowrcorst ars 190] IS SURVENS, at. 21850 | ocanioy LOT 6 ON RP216711 PRELIMINARY _N.F.C.
CHEERED A q PARTNER S BUSHINE.SOASE. £2158 17 we hep ouasci ge Don sxe exoararmcy nas 53 ROSS CRESCENT, SUNSHINE BEACH $04-043- swoi
‘APPROVED J.M.H NORTHERN NSW receorscoay| NO ?HOM REDUCED SCALE ORANG INAS SZ APR) CNMI OPAL] TITLE PRELIMINARY STORMWATER MANAGEMENT abe
DATE APRIL ozs famines STRUCTURAL®CIVILYENVIRONMENTAL ENGINEERS Onqracsevanusuis coma DRAWINGS 4 ORK EXECUTED FM THEMIS VESTED VESTERA PARTIES PLAN SHEET 1 of 02 SHEET NUMBER [REVISION
No. | DATE REVISIONS és | paw | crx | APD] DOCUMENT coNTROL ‘APPROVED www westerapartners.com.au| ABN 52097 417975 ELD iiwguesisnpetrerconau’ | UCEARE MD ELIGeNEE TO COM HREM CoMmace Sone | CLIENT 01 or 02
Document'Setb? 24882267
Version: 1, Version Date: 01/06/2026
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SECTION
Approval applies to the vehicle crossover only
ROSS
CRES
NOOSA COUNCIL SECTION
APPROVED PLAN
OPW26/0058 17 JULY 2026
DESIGNED BRISBANE SURVEYOR DATUM DRAWING STATUS
T 07 3852 4333
E [email protected]
PROJECT
DRAWN
GOLD COAST T 07 5571 1599
CHECKED
E [email protected] LOCATION DRAWING NUMBER
SUNSHINE COAST T 07 5391 3777 USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES
E [email protected] CHECK WITH THE PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT
APPROVED
NORTHERN NSW T 02 6674 8047
WORK FROM REDUCED SCALE DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL
DRAWINGS & WORKS EXECUTED FROM THEM IS VESTED IN WESTERA PARTNERS
TITLE
DATE For and on behalf of E [email protected] SHEET NUMBER REVISION
WESTERA PARTNERS PTY. LTD. AND USE OF THERE FORE WITHOUT PERMISSION IS STRICTLY PROHIBITED! IT IS
www.westerapartners.com.au ABN 52 097 417 975 CENTRAL VICTORIA T 03 5441 0922 THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE CARRIED OUT WITH
No. DATE REVISIONS DES DRN CHK APD DOCUMENT CONTROL APPROVED E [email protected] DUE CARE AND DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT
Document Set ID: 24832267
Version: 1, Version Date: 01/06/2026
[OCR of page images]
PROVIDE 600X600 PROVIDE ROCK SCO
WIDE END CAP SECURED FIELD INLET.
WS TO SURFACE S.L 12.75
45° BEND
NATURAL GROUND
INDICATIVE STUB FOR
SITE CONNECTION.
PROVIDE END CAP OVIDE VERMIN PROOF —{
AT HEAD OF SCREEN OVER INLET.
SUBSOIL DRAIN.
NOTE:
THE INVERT LEVEL & LOCATION OF ALL
EXISTING STORMWATER & SEWER
INFRASTRUCTURE SHALL BE CONFIRMED ON Oe oUnALEAT 1508 SLOTTED upvc BY 6.50 LONG
SITE PRIOR TO THE COMMENCEMENT OF SOAKAGE. PIT
CONSTRUCTION. PIPE. (IPLEX SLOTTED DRAINING GRAVEL O}
STORMWATER PIPE
SPALLS (20mm MIN. SIZE}
OR EQUIVALENT)
2KSTORMWATER STUB NOTE:
PROVIDE STUBS AS SHOWN FOR ROOF
AND/OR YARD DRAINAGE CONNECTION.
REFER HYDRAULIC ENGINEERS DRAWINGS
FOR DETAILS. SECTION
SCALE Al -1
A3-1
NOTES
1, STORMWATER DRAINAGE SHALL BE IN ACCORDANCE WITH
NOOSA SHIRE COUNCIL GUIDELINES AND SPECIFICATIONS.
2, EXISTING SERVICES ARE TO BE LOCATED AND VERIFIED
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. INFORMATION CONTAINED IN THIS DRAWING IS PRELIMINARY
ONLY AND SUBJECT TO DETAILED DESIGN INCLUDING BUT
NOT LIMITED TO FINISHED LEVELS, PIPE SIZES, ALIGNMENTS
AND PIT TYPES AND SIZES.
Approval applies to the vehicle crossover only
3.83 2.02 4 223 257 2.24 3.68 1255 3.67 \ 4.59 \ 3.35 \ 6.95 yo 191 133 2.65 3.97 \ 4.33 11.99 3.16 /
RP BOUNDARY
[-—
PROVIDE MODIFIED RESIDENTIAL
CROSSOVER TO RSD-100.
EXISTING ROAD
SURFACE LEVEL.
ESTIMATED F.F.L S
OF EXISTING
BUILDING. -
GARAGE. ENTRANCE
NOOSA COUNCIL SECTION
APPROVED PLAN SCALE Al —1: 100
OPW26/0058 17 JULY 2026 AS — 1: 200
DESIGNED ROW BRISBANE cannon oy n8? 4998 AIS SURV pei “4. | PROJECT ~PROPOSED RESIDENTIAL DEVELOPMENT PRELIMINARY NEC
DRAWN EBH W E ST E RA GOLD COAST 107 8571 1899] PHONE 07 3823 2144 RL 21850 | iocation LOT 6 ON RP216711 —
CHECKED DRAWING NUMBER
Fa WG OTN ERS SStESat cost |wamreceoangasecaeems 34 ROSS CRESCENT, SUNSHINE BEACH [SERENA
[email protected] | CHECK WITH THe PROJECT ENGIVEER ANCOR SUPERVISING AUTHORITY. OO NOT -043-
APPROVED J.MMi NORTHERN NSW rescore soar| WORKFRON REDUCED SCALE DRAWINGS (Aas Saz PAPER, COPYRIGHTO® AL TITLE PRELIMINARY STORMWATER MANAGEMENT
rad ene DRAWINGS & WORKS EXECUTED FROM THEM Is VESTED IN WESTERA PARTNERS
DATE #RY 2022 ESTERS PARNER PL. STRUCTURAL CIVIL¥ENVIRONMENTAL ENGINEERS E RiwGuestrapaterscomau | siouse or rere rone nour pensions sey Pause! PLAN SHEET 2 of 02 SHEETNUMEER [REVISION
THE BUILDERS RESPONSIBLITY TO ENSURE AL WORKS ARE CARRIED OUT WITH
No. | DATE REVISIONS pes | orn] chk | APD] DOCUMENT CONTROL ‘APPROVED www.westerapartners.com.au| ABN 52097 417975 OCT cawesierpariner.com au DUE CARE AND DLIGENGE TO COMPLY WITH THE CONTRACT DOCUMENTS CLIENT O02 of 02
Docum@nt‘Setib* 24882267
Version: 1, Version Date: 01/06/2026