7. Attachment D - Stormwater management plan

 

 

AVORAULICRSER

 

|

STORMWATER MANAGEMENT PLAN

STREET ADDRESS:

SD VENTURA STREET
SUNRISE BEACH

REAL PROPERTY DESCRIPTION:

LOT

CLIENT NAME:

J & R

114 RP

THOMAS

1432135

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RL 37.50

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

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FOR LOADING CONDITION.
TRENCH GRATE TO BE TRANSVERSE BAR.

 

SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT
LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
APPLICABLE.

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Z SITE PLAN & EXISITNG SERVICES 1:200
8 Site 706 =m?
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i cos? Roof 349 m?
Ora. # Driveway 74 m?
Landscape 283 m?
New impervious 423 m?
LOCALITY MAP
oa CATCHMENT AREAS
LEGEND
Rain Water @ Diameter
pasting Moker a Cent te gonace STORMWATER MANAGEMENT QUALITY AND QUANTITY
Ss Existing S CJ Capped junction —_
Existing Storm woter cv Conrol valve NOTE GEO TECH REPORT:
Existing House drain cs ciganers, Sink LAWFUL POINT OF DISCHARGE, FLOOD IMMUNITY AND OVERLAND FLOW ACCORDING TO THE SOIL TEST REPORT SUPPLIED
anitary rainage ” a”
Grey Water oN puct gccess pane! 1. A LAWFUL POINT OF DISCHARGE ACCORDING TO QUDM, SECTION 3.4.1 CAN BE ESTABLISHED AS PART OF THE DESIGNATED BY GLOBAL TESTING DATED 13 MARCH 2019 THE
—------ Vent Pipe cen Eccentric Enlarger DRAINAGE INFRASTRUCTURE. OVERALL SOIL CLASSIFICATION HAS BEEN
~ = Gold Water Elev Dge Evevated Drainage 2. THE LOCATION OF THE LAWFUL POINT OF DISCHARGE WILL BE UNDER THE LAWFUL CONTROL OF THE LOCAL AUTHORITY. DETERMINED AS
Storm Water Drainage Ent Fale eiling 3. THE DISCHARGE AT THE DESIGNATED LOCATION WILL NOT CAUSE ANY ACTIONABLE NUISANCE TO DOWNSTREAM PROPERTIES.
_ _ re FH Fire Hydrant 4. THE CONTRACTOR SHALL COMPLY WITH THE AUTHORITY's CONDITIONS AND REGULATIONS RELATING TO OVERLAND FLOW AND
Agi Drain FHR Fire hose reel EROSION & SEDIMENT CONTROL MEASURES P DUE TO POOR BEARING CAPACITY
fet Finished floor level 5. THE OVERLAND FLOW PATH SHOWN ON THE PLANS SHALL NOT BE OBSTRUCTED WITH ANY STRUCTURE AND/OR STORED GOODS AT
Rain Water Riser GIT Grease interceptor trap ANY TIME DURING CONSTRUCTION AND DURING OPERATION OF THE PROPERTY. THE CONTRACTOR AND THE NO FURTHER INFORMATION ABOUT THE EXPECTED
t oP Gully pit OWNER/MANAGERIBODY CORPORATE (WHICH EVER APPLIES) SHALL ENSURE NO NUISANCE IS AND/OR DAMAGE IS DONE TO ANY MOVEMENTS DUE TO MOISTURE CONTENT
€)——— ° Cold Water Riser GMH Gully Man Hole UPSTREAM OR DOWNSTREAM PROPERTY AND SHALL NOT OBSTRUCT DESIGNATED OVERLAND FLOW PATHWAYS.
Down Pipe gv Gate valve VARIATIONS ARE AVAILABLE.
© HW Hot water .
3 vot °  teuse Sram” von INGINEER AS SOON. AS-NEW INFORMATION. ABOUT
@) Vent Pipe ig Hake tevel 6. THE PROPOSED DUPLEX DEVELOPMENT IS CONSIDERED TO BE A MINOR DEVELOPMENT WHICH SHALL COMPLY WITH THE STATE AND
© Group Vent ic inspection Chamber LOCAL GOVERBNMENTS POLLUTION CONTROL MEASURES. EXPECTED SOIL MOVEMENTS ARE AVAILABLE.
Educt Vent IL Invert Level 7. ALEVEL 1 MINOR TREATMENT AND POLLUTION CONTROL DEVICE IS PROPOSED TO BE LOCATED JUST UPSTREAM OF THE LAWFUL
Induct Vent ios inspection Opening to Surface POINT OF DISCHARGE.
Hot Water Riser eee een he Chapel? 1 tarts 8. AS ANOTHER LEVEL 1 MINOR TREATMENT DEVICE EACH OF THE BOTH DUPLEX DWELLINGS SHALL BE PROVIDED WITH A SMALL SLIM
Fire Dropper MH Manhole LINE RAIN WATER CATCHMENT TANK AND THE RAINWATER BE USED FOR EXTERNAL APPLICATIONS SUCH AS TOP UP OF POOL AND
rire Ringe NRV Non return valve HOSE POINTS. GENERAL NOTES
Pry Provsune limiting valve 1. DO NOT SCALE FROM THESE DRAWINGS.
v Vel PO Planter outlet QUANTITY: 2. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
—*— alive
—— hc Hose Cock RR Rea property Boundary 9. THE PROPOSED DEVELOPMENT IS REPLACING A DWELLING WITH GREATER SEALED AREAS AS COMPARED TO THE FUTURE SEALED AREAS. PRE-START MEETING WITH REPRESENTATIVE(S) OF COUNCIL, CONTRACTOR AND THE ENGINEER HAS BEEN HELD. THE CONTRACTOR IS TO
REO, s&Rea y Sescription 10. THEREFORE A PEAK FLOW MITIGATION SYSTEM IS NOT REQUIRED OBTAIN A COPY OF THE MINUTES OF THIS MEETING AND COMPLY WITH ALL REQUIREMENTS THEREOF.
een Eccentric Enlarger RWO Rein water outlet. 3. CONTRACTOR MUST ENSURE THE SAFETY OF EMPLOYEES AND ALL OTHER PERSONS ON OR ADJACENT TO THE WORK SITE IN
en Enlarger RWH Rain water head STORMWATER DRAINAGE ACCORDANCE WITH AS4000-1997 CLAUSE 12. THE CONTRACTOR MUST COMPLY WITH ALL OCCUPATIONAL HEALTH AND SAFETY
SS) Sanitary Drainage 1, UNDERGROUND PIPEWORK SHALL BE @100 uPVC CLASS SW MIN GRADE 1:100 U.N.O. REQUIREMENTS.
/ et surface Level 2. FOR DOWNPIPES AND ROOF DRAINAGE DETAILS REFER TO HYDRAULIC PLANS. 4. READ THESE DRAWINGS IN CONJUNCTION WITH THE ARCHITECTS AND THE OTHER CONSULTANT's DRAWINGS.
oO ORG Overflow Relief Gully sit Safe Tray 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE 5. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE.
SWD Storm water drain REQUIRED. 6. IT IS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO
[|o we ater, t/td Trapped Tundish 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. CONSTRUCTION.CONTACT DBYD (PHONE 1100) PRIOR TO COMMENCEMENT OF WORKS. VISUALLY LOCATE ANY SERVICES AND/OR
; TG Test gate 5. WEDONOT SUPPORT NOR DO WE SPECIFY FRONT HIGH GUTTERS TO BE USED FOR EAVES GUTTER SYSTEMS. DRAINAGE LINES IN VICINITY OF WORKS BY HAND DIGGING IF NECESSARY. BE AWARE OF OVERHEAD POWER LINES.
sk Sink td +) pundish rote transverse bar IF THE OWNER/DEVELOPER/BUILDER OPTS FOR FRONT HIGH GUTTERS THE FULL LIABILITY MOVES TO WHO EVER MADE THAT 7. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPARATION OF TENDER. ANY
IT Ta trench grate longitudinal bar DECISION AND CONSTRUCTION HYDRAULIC WILL NOT BE LIABLE FOR ANY FAILURE OF THE ROOF DRAINAGE SYSTEMS AT ANY TIME IN CLAIMS REFERRED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED.
Laundry Tub TMV. Thermostatic mixing valve FUTURE. VERIFY SETOUT DIMENSIONS SHOWN ON THE DRAWINGS BEFORE SITE WORKS, CONSTRUCTION AND FABRICATION COMMENCES.
al Washing WV Tempering valve COVERS & FRAMES REFER ANY DISCREPANCY TO THE ENGINEER PRIOR TO WORK.
wm 7
Machine w/a Underground 1 COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE 9535 CAST IRON, MEDIUM DUTY U.N.O. 9. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS AND REGULATIONS
. AND IN ACCORDANCE WITH THE REGULATIONS OF THE BUILDING AUTHORITY.
S FWG Floor Waste Gully u.n.o. Unless noted otherwise 2. COVERS IN GRASSED OR CONC. AREAS TO BE 2535 CAST IRON, CONCRETE INFILL LIGHT DUTY. ;
< 10. ALL WORKS SHALL COMPLY WITH THE LOCAL AUTHORITY's SPECIFICATIONS AND STANDARD DRAWINGS.
, Ww Water supply 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN.
as Bn Basin + COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING 11. ALL WORKS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL.
5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE 12. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL
C__)) sth Bath Shr Shower : . DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED
GRATINGS DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR
= FHR Fire Hose Reel O HWS Hot water system 1. GRATINGS FOR STORM WATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL INFRASTRUCTURE, INVERT LEVELS,
Lal

 

DRAWING SCHEDULE

 

 

3479-OP1

COVER SHEET

 

3479—OP2

STORMWATER DRAINAGE PLAN

 

 

 

 

 

 

 

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SIGNED BY THE PRINCIPAL AND |
‘SENIOR DESIGN ENGINEER
DR.—ING. REINHOLD KOENNING

‘RPEQ7023,
MSC, PHD, MEAUST, AHSCA
DATE AS PER TITLE BLOCK

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Amd Description Date
Issue Notes Date

For Development Approval

For Building Approval 17-10-19

For Tender 17-10-19

For Construction x 17-10-19

As Constructed

 

 

E Hydraulic ::

 

 

 

 

 

 

 

 

 

contact: Reinhold Koenning MigAust AHSCA
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333
CLIENT :
J & R THOMAS
DESIGN BY:
TRACEY DOWDEN J
PROJECT: 5 VENTURA STREET >
SUNRISE BEACH
DUPLEX
DRAWING TITLE:
>
COVER SHEET S)
Design| RH.| Checked] @\ [pate | 17-10-19 | Dwg. No. AMD,
\ SCALE: 1: 200 ON AI UN.O.| 1 Of 2 3479—OP1 J

 

 

RPD:—

 

LOT 114 RP 132135