3319 Stormwater Opworks 101217

 

 

 

EEA) GENERAL NOTES
( ‘yl D d | A | rl D | o 1. DO NOT SCALE FROM THESE DRAWINGS.
| | U] | Vf] J 2. NO WORK |S TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
J I ee 5 { } LW) PRE-START MEETING WITH REPRESENTATIVE(S) OF COUNCIL, CONTRACTOR AND THE ENGINEER HAS BEEN HELD. THE CONTRACTOR IS TO
OBTAIN A COPY OF THE MINUTES OF THIS MEETING AND COMPLY WITH ALL REQUIREMENTS THEREOF.
STO RMWATER MAN AG EMENT PLAN 3. CONTRACTOR MUST ENSURE THE SAFETY OF EMPLOYEES AND ALL OTHER PERSONS ON OR ADJACENT TO THE WORK SITE IN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

' oS: ACCORDANCE WITH AS4000-1997 CLAUSE 12. THE CONTRACTOR MUST COMPLY WITH ALL OCCUPATIONAL HEALTH AND SAFETY
REQUIREMENTS.
5 s s 5 5 a 4. READ THESE DRAWINGS IN CONJUNCTION WITH THE ARCHITECTS AND THE OTHER CONSULTANT's DRAWINGS.
STREET ADDRESS: / SEWER LINE 5. DO NOT RELY ON THESE DRAWINGS FOR ALIGNMENT AND LEVELS OF EXISTING INFRASTRUCTURE.
a ~ VER 6. ITIS THE OBLIGATION OF THE CONTRACTOR AND/OR PLUMBING CONTRACTOR TO SURVEY ALL EXISTING SERVICES PRIOR TO
| O H | |. |. S T R FE F T \. Z ~L CONSTRUCTION.CONTACT DBYD (PHONE 1100) PRIOR TO COMMENCEMENT OF WORKS. VISUALLY LOCATE ANY SERVICES AND/OR
\, us? S DRAINAGE LINES IN VICINITY OF WORKS BY HAND DIGGING IF NECESSARY. BE AWARE OF OVERHEAD POWER LINES.
\, Z NS 7. THE PLUMBING CONTRACTOR IS OBLIGED TO OBTAIN REAL SIZE PRINT OUTS (A1 U.N.O.) FOR THE PREPARATION OF TENDER. ANY
SUNSHINE FACH Nis x CLAIMS REFERRED TO AS "DRAWING COPIES" NOT READABLE SHALL BE REFUSED.
D a 0% 8. VERIFY SETOUT DIMENSIONS SHOWN ON THE DRAWINGS BEFORE SITE WORKS, CONSTRUCTION AND FABRICATION COMMENCES.
67 \ Se REFER ANY DISCREPANCY TO THE ENGINEER PRIOR TO WORK.
Z Y ~. | 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.
REAL PROPERTY DESCRIPTION: Boor POOL se 10. ALL WORKS SHALL COMPLY WITH THE LOCAL AUTHORITY's SPECIFICATIONS AND STANDARD DRAWINGS.
nowy - POO So 11. ALL WORKS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL.
LOT 497 RP 48112 CIYARD CARD \ 12. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL
> \ DRAWINGS, OTHER CONSULTANTS DRAWINGS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED
N. \ DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERVISING OFFICER FOR
\ DECISION BEFORE PROCEEDING WITH THE WORK. CONTRACTOR'S SHALL VERIFY ALL INFRASTRUCTURE, INVERT LEVELS,
CLIENT NAME: \, ; N , SURFACE LEVELS, AND COVER TO PIPES ARE CORRECT AND OBTAINABLE PRIOR TO COMMENCEMENT OF THE WORK. THE EXACT
On NK | 5 LOCATION OF EXISTING, AND PROPOSED SERVICES, SHALL BE VERIFIED WITH THE RELEVANT AUTHORITY, OR OTHER TRADES AS
D & K KNOTT Ox a APPLICABLE.
\ _ STORMWATER MANAGEMENT --- QUALITY AND QUANTITY
\ 7
LAWFUL POINT OF DISCHARGE
Ne ; 1. A LAWFUL POINT OF DISCHARGE ACCORDING TO QUDM, SECTION 3.4.1 CAN BE ESTABLISHED AS PART OF THE DESIGNATED ROAD
\ | DRAINAGE ON HILL STREET
\ | 2. THE LOCATION OF THE LAWFUL POINT OF DISCHARGE WILL BE UNDER THE LAWFUL CONTROL OF THE LOCAL AUTHORITY.
Se 3. THE DISCHARGE AT THE DESIGNATED LOCATION WILL NOT CAUSE ANY ACTIONABLE NUISANCE TO DOWNSTREAM PROPERTIES
On | 4. MAINTAIN OVERLAND FLOW PATH ALONG BOTH BOUNDARIES AND DIRECT DRIVEWAY SURFACE RUNOFF TO GARDEN BEDS.
Bo | 5. THE OVERLAND FLOW PATH SHALL NOT BE OBSTRUCTED WITH ANY STRUCTURE AND/OR STORED GOODS AT ANY TIME DURING
CONSTRUCTION AND DURING OPERATION OF THE PROPERTY. THE CONTRACTOR AND THE OWNER/MANAGER/BODY CORPORATE
(WHICH EVER APPLIES) SHALL ENSURE NO NUISANCE IS AND/OR DAMAGE IS DONE TO ANY UPSTREAM OR DOWNSTREAM PROPERTY
| AND SHALL NOT OBSTRUCT DESIGNATED OVERLAND FLOW PATHWAYS.
STORMWATER DRAINAGE
1. UNDERGROUND PIPEWORK SHALL BE 2100 uPVC CLASS SW MIN GRADE 1:100 U.N.O.
2. FOR DOWNPIPES AND ROOF DRAINAGE DETAILS REFER TO HYDRAULIC PLANS.
3. RAINWATER OUTLETS (RWO) AND PLANTER OUTLETS (PO) SHALL BE "GATIC WADE" OR SIMILAR, WITH MEMBRANE CLAMPS WHERE
[ol COE REQUIRED.
g a ~\ 4. GULLY PITS SHALL BE CONCRETE BODY IN TRAFFICABLE AREAS AND POLY IN NON TRAFFICABLE AREAS U.N.O.
a \ 5. WEDONOT SUPPORT NOR DO WE SPECIFY FRONT HIGH GUTTERS TO BE USED FOR EAVES GUTTER SYSTEMS.
SS = IF THE OWNER/DEVELOPER/BUILDER OPTS FOR FRONT HIGH GUTTERS THE FULL LIABILITY MOVES TO WHO EVER MADE THAT
a eo POs Os DECISION AND CONSTRUCTION HYDRAULIC WILL NOT BE LIABLE FOR ANY FAILURE OF THE ROOF DRAINAGE SYSTEMS AT ANY TIME IN
gov Lor FUTURE.
CATE — . COVERS & FRAMES
WILDFLOWER ST : a a 1. COVERS SUBJECT TO VEHICULAR TRAFFIC TO BE @535 CAST IRON, MEDIUM DUTY U.N.O.
SL /O Lo > 2. COVERS IN GRASSED OR CONC. AREAS TO BE 2535 CAST IRON, CONCRETE INFILL LIGHT DUTY.
— ' | | | 3. COVERS IN PAVED AREAS TO BE 600 SQ. INFILL TO MATCH PAVING PATTERN.
4. COVERS IN TILED AREAS TO BE AS FOR PAVED AREAS WITH BRASS EDGING.
b 5. CONCRETE INFILL COVERS TO BE STAMPED "SWD" OR "SEW" AS APPROPRIATE.
EB GRATINGS
10 HILL ST FCRL. 4000 1. GRATINGS FOR STORM WATER TO BE "FASTON, GATIC" OR APPROVED EQUAL DUTY TO MATCH MANUFACTURERS RECOMMENDATIONS
- FOR LOADING CONDITION.
DAVID LOW WAY oS 2. TRENCH GRATE TO BE TRANSVERSE BAR.
F.SLL. 40.39
r 4 On [--
| .
~.

 

 

 

 

 

 

 

 

 

 

 

LI]
nM fT
Lf]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

( SIGNED BY THE PRINCIPAL AND
P SENIOR DESIGN ENGINEER
LOCALITY MAP aa DR.-ING. REINHOLD KOENNING
SCALE: NTS . RPEQ7023
gq MSC, PHD, MEAUST, AHSCA
\ DATE AS PER TITLE BLOCK
: DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
\ FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
LEGEND , \ _ [Amd Description Date
Rain Water ® Diameter
Existing Water c.0.8. Cleanout to surface \
Ss Existing Sewer CJ Capped junction :
Existing Storm water cv Conrol valve | |
HD Existing House drain cs Cleaners sink ' |
Boney erainage BAP Duct access panel po oe
Te erey Pee. DCV Double check valve 4 — A »\ \ (— >)
Cold Water Flev Dge Evevated Dramass 4 7
—-— — Hot Water Enl Enlarger o fo
Storm Water Drainage FC False ceiling 4
--------- - Fire FH Fire Hydrant _ —_
Agi Draii FHR Fire hose reel = = ——
gt Yrain FFL Finished floor level PEDESTRIAN /CROSSOVER / / PEDESTRIAN Issue Notes Dote
FU Fixture units GATE hs PER COUNCIL™ MY / GATE For Development Approval
Rain Water Riser eo Grease Interceptor trap /STANDARD. DETAILS Ont : For Building Approval x 10-12-17
Cold Water Riser CMH Gully Man Hole , / / For Tender x 0-12-17
Down Pipe gv Gate valve / ( For Construction x 10-12-17
(3) © Stack HW Hot water . |
HCB House connection branch aoc / As Constructed
Vent Pipe HD House drain I \ /
@) ° HL High level | \ /
@) Group Vent IC Inspection Chamber on oO
Educt Vent IL Invert Level . a a _
— _inavet ven je Inspection Openina to Surface 4% , 4\ .
Hot Water Riser K&C Kerb & Channel ‘\ \ \ a Hyd raulic iu
Fire Dropper NRV Non veturn valve ~
Fire Riser PB Path box | @
PLV Pressure limiting valve | . - Reinhold K . MIEAust AHSCA
PO Planter outlet | \ CONTACT: einno oenning us:
Ta Vv Valve RPB Real Property Boundary Moffat Beach QLD, 4551
ee Rss eet Rez Reduce’ Breslurs Zoe device ema, [email protected]
Vv : :
een Eccentric Enlarger RWO Rain water outlet PH: (07) 5491 4333
RWH Rain water head CLIENT :
en Enlarger SD Sanitary Drainage
SL Surface Level D & K KNOTT
O ORG Overflow Relief Gull $ Square
y s/t Safe Tray -
we Water SWD Storm water drain ARCHITECT :
[JO Closet t/td Trapped Tundish WILLIAM H WILSON
TG Test gate ~ <|
sk Sink td Tundish
Tat Trench grate transverse bar PROJECT: oe RLINE BecH
UT Loan Ta Tay, eter get natu or SITE PLAN & EXISITNG SERVICES BUSCEX
MLV. 1 IXI valv
we esting ™,  empering valve RAWING SCHEDULE
Machine Wa Underground NOTE: DRAWING TITLE:
u/s nder sla :
8 FWG Floor Waste Gully Wao: press noted otherwise DEPENDING ON GROUND CONDITIONS AND IF
ater su _
GS Bn_—_-Basin poly REACTIVE SOIL IS FOUND ALL PENETRATIONS, 3519-OP1) COVER SHEET
C_)] str Beth Shr Shower SeOVIGeD WOH MOV WOINTS ANID 3319-OP2| STORMWATER DRAINAGE PLAN AND DETAILS COVER SHEET
EE FUR Fire Hose Reel (C) HWS Hot water system EXPANSION JOINTS. ALL SUBSURFACE DRAINS
REQUIRE EXPANSION JOINTS AT 10m _ SPACING.
Lal ME Water Meter cs Cleaners Sk
Design| RK. | checked | Ch [Date 10-12-17 | Dwg, No. AMD,
SCALE: 1: 100 ON A1 UN.O.| 1 Of 2 3319-OP1
RPD:— LOT 497 RP 48112