Attachment C - Stormwater Mangement plan

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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REAL PROPERTY DESCRIPTION: lu ~ |: / | | 4
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LOCALITY MAP ~ SITE PLAN & EXISITNG SERVICES “ Soup Bre eemuien. M0
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LAWFUL POINT OF DISCHARGE AND OVERLAND FLOW
1. A LAWFUL POINT OF DISCHARGE ACCORDING TO QUDM, SECTION 3.4.1 CAN BE ESTABLISHED AS PART OF THE DESIGNATED DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
DRAINAGE RESERVE , COASTAL DUNES. FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND 2. THE LOCATION OF THE LAWFUL POINT OF DISCHARGE WILL BE UNDER THE LAWFUL CONTROL OF THE LOCAL AUTHORITY. amd Description Date
aueEenw 3. THE DISCHARGE AT THE DESIGNATED LOCATION WILL NOT CAUSE ANY ACTIONABLE NUISANCE TO DOWNSTREAM PROPERTIES.
Rain Water o Diameter 4. THE CONTRACTOR SHALL COMPLY WITH THE AUTHORITY's CONDITIONS AND REGULATIONS.
Existing Water c.0.8.  Cleanout to surface 5. THE OVERLAND FLOW PATH ALONG BOTH BOUNDARIES SHALL NOT BE OBSTRUCTED WITH ANY STRUCTURE AND/OR STORED GOODS
s Existing Sewer Cu Capped junction AT ANY TIME DURING CONSTRUCTION AND DURING OPERATION OF THE PROPERTY. THE CONTRACTOR AND THE
. Existing Storm water es corel vane OWNER/MANAGER/BODY CORPORATE (WHICH EVER APPLIES) SHALL ENSURE NO NUISANCE IS AND/OR DAMAGE IS DONE TO ANY
; xisting House drain UPSTREAM OR DOWNSTREAM PROPERTY AND SHALL NOT OBSTRUCT DESIGNATED OVERLAND FLOW PATHWAYS.
Sanitary Drainage cw Cold Water
GW Grey Water DAP Duct access panel GENERAL NOTES
ao Vent Pipe Dev Double check volve 1. DO NOT SCALE FROM THESE DRAWINGS.
Cold Water Elev Dge Evevated Drainage 2. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
—--—-- — Hot Water ; Enl Enlarger _ PRE-START MEETING WITH REPRESENTATIVE(S) OF COUNCIL, CONTRACTOR AND THE ENGINEER HAS BEEN HELD. THE CONTRACTOR IS TO
Storm Water Drainage FC False ceiling OBTAIN A COPY OF THE MINUTES OF THIS MEETING AND COMPLY WITH ALL REQUIREMENTS THEREOF.
ne - Fire fe fire Hydrant 3. CONTRACTOR MUST ENSURE THE SAFETY OF EMPLOYEES AND ALL OTHER PERSONS ON OR ADJACENT TO THE WORK SITE IN
Agi Drain FFL Finished floor. level ACCORDANCE WITH AS4000-1997 CLAUSE 12. THE CONTRACTOR MUST COMPLY WITH ALL OCCUPATIONAL HEALTH AND SAFETY Issue Notes Date
FU Fixture units REQUIREMENTS. For Development Approval
Rain Water Riser GIT Grease Interceptor trap 4. READ THESE DRAWINGS IN CONJUNCTION WITH THE ARCHITECTS AND THE OTHER CONSULTANT's DRAWINGS. For Building Approval 16-02-21
© Cold Water Riser cP Gully pit 5. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. —02—
CMH Gully Man Hole 6. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO For Tender reo 21
© Down Pi Gate val : i —02—
© ® Stee ew Pot water CONSTRUCTION.CONTACT DBYD (PHONE 1100) PRIOR TO COMMENCEMENT OF WORKS. VISUALLY LOCATE ANY SERVICES AND/OR For Construction x 16-02-21
@) @) ° HCB House connection branch DRAINAGE LINES IN VICINITY OF WORKS BY HAND DIGGING IF NECESSARY. BE AWARE OF OVERHEAD POWER LINES. As Constructed
@)- Vent Pipe HD House drain 7. THE PLUMBING CONTRACTOR |S OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPARATION OF TENDER. ANY
° Group Vent AL High level CLAIMS REFERRED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED.
IC Inspection Chamber
Educt Vent iv Invert. Level 8. VERIFY SETOUT DIMENSIONS SHOWN ON THE DRAWINGS BEFORE SITE WORKS, CONSTRUCTION AND FABRICATION COMMENCES.
induct Vent io Inspection opening REFER ANY DISCREPANCY TO THE ENGINEER PRIOR TO WORK.
lot Woter Ri ios Inspection Opening to Surface 9. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS AND REGULATIONS Site 506. m2 H d li hea
(s') ° Hot Water Riser Kc Kerb & Channel AND IN ACCORDANCE WITH THE REGULATIONS OF THE BUILDING AUTHORITY. yaraulic %:
SY . Fire Dropper NRV Non return valve 10. ALL WORKS SHALL COMPLY WITH THE LOCAL AUTHORITY's SPECIFICATIONS AND STANDARD DRAWINGS. Roof 250 =m?
Fire Riser PB Path box 11. ALL WORKS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL. > 2
PLY Pressure limiting valve 12. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL Driveway 29 m contact: Reinhold Koenning Migdust AHSCA
Vv Valve POR Rents outlet Bound DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED Landscape 227 m2 PO Box 181
=m hc Hose Cock RPD Real Property description DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR P Moffat Beach, QLD, 4551
cecentrie Enl RPZD Reduce Pressure Zone device DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL INFRASTRUCTURE, INVERT LEVELS, New impervious 279 m? or boo aes sie
een Eccentric Enlarger RWO Rain water outlet SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT :
en Enlarger ane Santtey Drainage LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS CATCHMENT AREAS CLIENT :
APPLICABLE.
SL Surface Level R & G BROADHURST
. Si Square
7 ons _ Rell Cully s/t core OY oe drcin PO ONDERGROUND PISEWORK SHALL BE 2100 uPVC CLASS SW MIN GRADE 1:100 U.N.O. DESIGN BY:
O we Water itd Traoned Tundish 2. FOR DOWNPIPES AND ROOF DRAINAGE DETAILS REFER TO HYDRAULIC PLANS.
Closet Test gate 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE D R AW | N G S C H E D U L E Ne /NDRSN J
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sk Sink td Tundish REQUIRED. PROJECT: 32 PLOVER STREET
FO Tou french grate transverse bar 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. 3582-1 COVER SHEET PEREGIAN BEACH
LT Laundry Tub TMY Thermostatic micng valve 5. WEDONOT SUPPORT NOR DO WE SPECIFY FRONT HIGH GUTTERS TO BE USED FOR EAVES GUTTER SYSTEMS, PRIVATE. RESIDENCE
. vo j 3 IF THE OWNER/DEVELOPER/BUILDER OPTS FOR FRONT HIGH GUTTERS THE FULL LIABILITY MOVES TO WHO EVER MADE THAT
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Washing empering valve 3582-2 STORMWATER DRAINAGE & MANAGEMENT PLAN
wm Machine u/g Underground DECISION AND CONSTRUCTION HYDRAULIC WILL NOT BE LIABLE FOR ANY FAILURE OF THE ROOF DRAINAGE SYSTEMS AT ANY TIME IN DRAWING TITLE:
u/s Under slab FUTURE.
8 FWG Floor Waste Gully u.n.o. Unless noted otherwise
; WS Water supply COVERS & FRAMES
S Bn Basin 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE @535 CAST IRON, MEDIUM DUTY U.N.O.
2. COVERS IN GRASSED OR CONC. AREAS TO BE @535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
C_) Bth — Bath Shr Shower 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. COVER SHEET
O HWS Hot woter system 4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING.
= FHR Fire Hose Reel y 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
a‘ ME Water Meter TD cs Cleaners Sk GRATINGS
1. GRATINGS FOR STORM WATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS A | |
FOR LOADING CONDITION. Design| HAz| Checked] (Ch [Date |16—-02—21 | Dwg. No. AMD,
2. TRENCH GRATE TO BE TRANSVERSE BAR. \ scat: 1 + 100 ov at uno! 1 of 2 | 3582-1 J
RPD:— LOT 9 P 9313