Plans · MCU19/0055

 

 

 

 

 

ey eet HC Ss poN Ae s DRAWING SCHEDULE
Paty) la LS LAL U5

STORMWATER MANAGEMENT PLAN AND — OPERATIONAL WORKS
OPERATIONAL WORKS

STREET ADDRESS:

27 HILL STREET
SUNSHINE BEACH

REAL PROPERTY DESCRIPTION:

LOT 93 RP 94566

CLIENT NAME:

A & P PANNIFEX

 

   
     
      
 
    
      

 

3452-OP1} COVER SHEET

3452-—OP2!| STORMWATER DRAINAGE PLAN
3452—OP3} EROSION & SEDIMENT CONTROL PLAN
3452-OP4} ESC NOTES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Turning,
Bay —

 

 

 

 

 

 

 

WILDFLOWER ST

 

   

HILL ST

 

 

 

 

 

 

 

DAVID LOW WAY

   

Bin Storage

 

    
  
 
  

 

      
     
    
  
  

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

    
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘7
|
_ \ \ \ -
\! Turning Bay/
| urning Bay.
| \! \ Catpark
Proposed Duplex | Proposed Duplex ! P , Site 508m?
1 | 1 . poy : 7 2
Cy Unit B F Unit A Ly : Ct wt Roof 224m
oo , FFL40 0 fT 3 Driveway 77 m?
Lo FFL40.600 ! .000 @2 2
CALITY. MAP || s) Landscape 207 m
LO 4 7 7
SCALE. NIS. cag % New impervious 301 m?
. 2
il ‘o CATCHMENT AREAS
\ a DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
- eee ee ee ee ER KK KK HO | 2 FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND & Amd Description Date
SS OS
Rain Water ® Diameter aN i
Existing Water C.0.8. Cleanout to surface 9 a L oo ~ ug
; Existing Sewer GJ)” Gapped junction OI ‘ S
XISTING orm water Y —-— te ) e \
HD gusting House drain cs ciganers, Sink 20.036 ” A Storage ‘N
anitary Drainage
GW Grey Water DAP Duct access panel 304°52' r 7
. DCV Double check valve
oO Vent Pipe Een Eccentric Enlarger
Cold Water Elev Dge Evevated Drainage
soo —_ Hot Water Enl Enlarger
Storm Water Drainage FC False ceiling
--------- — Fire FH Fire Hydrant SITE PLAN & EXISITNG SERVICES
Agi Drain = Finsshed ‘floor. level seus “eres —
FU Fixture units For Development Approval
Rain Water Riser ay Grease jarterceptor trap For Building Approval xX b6—04—19
Cold Water Riser CMH Gully Man Hole For Tender x 26-04—19
Down Pipe a pate valve For Construction xX 26-04-19
o Stack jot water
) HCB House connection branch GENERAL NOTES [As Constructed
° i i STORMWATER MANAGEMENT GENERAL NOTES
@) @) ° Vent Pipe ig Hake tevel 1. DO NOT SCALE FROM THESE DRAWINGS.
@ ° Group Vent Ic Inspection Chamber LAWFUL POINT OF DISCHARGE, FLOOD IMMUNITY AND OVERLAND FLOW 2. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
Educt Vent IL Invert Level PRE-START MEETING WITH REPRESENTATIVE(S) OF COUNCIL, CONTRACTOR AND THE ENGINEER HAS BEEN HELD. THE CONTRACTOR IS TO
Induct Vent ios repection Opening to Surface 1. A LAWFUL POINT OF DISCHARGE ACCORDING TO QUDM, SECTION 3.4.1 CAN BE ESTABLISHED AS PART OF THE DESIGNATED OBTAIN A COPY OF THE MINUTES OF THIS MEETING AND COMPLY WITH ALL REQUIREMENTS THEREOF. .
Hot Water Riser K&C Kerb & Channel DRAINAGE STREET INFRASTRUCTURE 3. CONTRACTOR MUST ENSURE THE SAFETY OF EMPLOYEES AND ALL OTHER PERSONS ON OR ADJACENT TO THE WORK SITE IN Hyd rau | ic wet
SY . Fire Dropper MH Manhole 2. THE LOCATION OF THE LAWFUL POINT OF DISCHARGE WILL BE UNDER THE LAWFUL CONTROL OF THE LOCAL AUTHORITY. ACCORDANCE WITH AS4000-1997 CLAUSE 12. THE CONTRACTOR MUST COMPLY WITH ALL OCCUPATIONAL HEALTH AND SAFETY '
Fire Riser NRV Non return valve 3. THE DISCHARGE AT THE DESIGNATED LOCATION WILL NOT CAUSE ANY ACTIONABLE NUISANCE TO DOWNSTREAM PROPERTIES. REQUIREMENTS. '
PLV Pressure limiting valve 4. THE OVERLAND FLOW PATH SHALL NOT BE OBSTRUCTED WITH ANY STRUCTURE AND/OR STORED GOODS AT ANY TIME DURING 4. READ THESE DRAWINGS IN CONJUNCTION WITH THE ARCHITECTS AND THE OTHER CONSULTANT's DRAWINGS. . .
PO Planter outlet CONSTRUCTION AND DURING OPERATION OF THE PROPERTY. THE CONTRACTOR AND THE OWNER/MANAGER/BODY CORPORATE 5. DONOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE. contact: Reinhold Koenning MiEAust AHSCA
—>— Vs Valve RPB Real Property Boundary (WHICH EVER APPLIES) SHALL ENSURE NO NUISANCE IS AND/OR DAMAGE IS DONE TO ANY UPSTREAM OR DOWNSTREAM PROPERTY 6. IT IS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO Wottee Beech, QLD, 4581
—_z hc Hose Cock RPD Real Property description _ AND SHALL NOT OBSTRUCT DESIGNATED OVERLAND FLOW PATHWAYS. CONSTRUCTION.CONTACT DBYD (PHONE 1100) PRIOR TO COMMENCEMENT OF WORKS. VISUALLY LOCATE ANY SERVICES AND/OR 0 ‘I On, a ‘
een Eccentric Enlarger RPZD Reduce Pressure Zone device DRAINAGE LINES IN VICINITY OF WORKS BY HAND DIGGING IF NECESSARY. BE AWARE OF OVERHEAD POWER LINES. PH: (07) 5491. 4333.
RWwO Rain water outlet STORMWATER DRAINAGE 7. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPARATION OF TENDER. ANY : 2
en Enlarger SD Sanitary Drainage 41. UNDERGROUND PIPEWORK SHALL BE @100 uPVC CLASS SW MIN GRADE 1:100 U.N.O. CLAIMS REFERRED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED. CLIENT :
SL Surface. Level 2. FOR DOWNPIPES AND ROOF DRAINAGE DETAILS REFER TO HYDRAULIC PLANS. 8. VERIFY SETOUT DIMENSIONS SHOWN ON THE DRAWINGS BEFORE SITE WORKS, CONSTRUCTION AND FABRICATION COMMENCES. A & P PANNIFEX
OQ ORG Overflow Relief Gully 5) Square 3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE REFER ANY DISCREPANCY TO THE ENGINEER PRIOR TO WORK.
s/t Safe Tray . REQUIRED. 9. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS AND REGULATIONS DESIGN BY:
oO we Water ofa Storm water drain 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O. AND IN ACCORDANCE WITH THE REGULATIONS OF THE BUILDING AUTHORITY. ICON BUILDING DESIGN
Closet we Tet Sate 5. WE DO NOT SUPPORT NOR DO WE SPECIFY FRONT HIGH GUTTERS TO BE USED FOR EAVES GUTTER SYSTEMS. 10. ALL WORKS SHALL COMPLY WITH THE LOCAL AUTHORITY's SPECIFICATIONS AND STANDARD DRAWINGS. Ne y
sk Sink td Tundish IF THE OWNER/DEVELOPER/BUILDER OPTS FOR FRONT HIGH GUTTERS THE FULL LIABILITY MOVES TO WHO EVER MADE THAT 141. ALL WORKS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL. pRouecT, 27 HILL STREET <\
Tot Trench grate transverse bar DECISION AND CONSTRUCTION HYDRAULIC WILL NOT BE LIABLE FOR ANY FAILURE OF THE ROOF DRAINAGE SYSTEMS AT ANY TIME IN 12. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL * SUINSHINE BEACH
LT Laundry Tub TC() Trench grate longitudinal bar FUTURE. DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED
. TMV. Thermostatic mixing valve DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR DUPLEX
lol wm Maching u/g Underground COVERS & FRAMES DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL INFRASTRUCTURE, INVERT LEVELS, DRAWING TITLE:
u/s Under’ slab 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE @535 CAST IRON, MEDIUM DUTY U.N.O. SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT ‘
8 FWG Floor Waste Gully u.n.o. Unless noted otherwise 2. COVERS IN GRASSED OR CONC. AREAS TO BE @535 CAST IRON, CONCRETE INFILL LIGHT DUTY. LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
a Bn Basin Ws Water supply 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN. APPLICABLE. —
4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING.
(_)] tr Bath Shr Shower 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE. NOTE: COVER SHEET (S)
GRATINGS DEPENDING ON GROUND CONDITIONS AND _ IF
= FHR Fire Hose Reel ©) HWS Hot water system 1. GRATINGS FOR STORM WATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS REACTIVE SOIL IS FOUND ALL PENETRATIONS .
- FOR LOADING CONDITION. ,
Lal ME Water Meter (Tiel) cs Cleaners Sk 2. TRENCH GRATE TO BE TRANSVERSE BAR. VERTICAL AND HORIZONTAL SHALL BE /
PROVIDED WITH SWIVEL JOINTS AND SIGNED BY THE PRINCIPAL AND Design| RAL]
SENIOR DESIGN ENGINEER jesign| AaK.|Checked| (Ch [Date 26-04-19 | Dwg, No. AMD.
EXPANSION JOINTS. ALL SUBSURFACE DRAINS Rezavaag o> KOENWNG
BEEBAD, weaust, aisca SCALE: 1: 100 on at uno.| 1 of 4 | 3452—OP1 J
REQUIRE EXPANSION JOINTS AT 10m SPACING. OATE AS PER TILE BLOCK NS
RPD:— LOT 93 RP 94566