Scg 0111 - Cd - 09.07.2024

 

 

DRAWING SIZE — Al

 

HEIGHT DATUM me CONSTRUCTION NOTES
GENERAL:
Oo ee WAZ 1. DO NOT SCALE FROM THIS DRAWING.
Level Origin PM 44264 FZ 2. ALL DIMENSIONS IN MILLIMETRES
evel Origin a 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM
Seaview Terrace, Sunshine Beach THE ARCHITECTURAL DRAWINGS.

 

 

 

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND
THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED
TO THE ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL
EXISTING SERVICES WITHIN AND ADJACENT THE
ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS
ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL
DEPTH LINE DIAGRAM.

HYDRAULICS

1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF
FIXTURES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
 
    
    
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

<2 7 ! | 2. ALL SANITARY HYDRAULICS AND WATER RETICULATION
7 | WITHIN THE ALLOTMENT BOUNDARY TO BE IN
| x ACCORDANCE WITH AS3500.
Se 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
[ a OF AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING
‘ | 7] ALL NECESSARY PERMITS AND APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF
ZN FFL 4 | ALL EXISTING SERVICES AS INDICATED ON THESE. AND
> 3750 | ASSOCIATED PLANS PRIOR TO THE COMMENCING OF
. WORK.
| 5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH
BUILDING OVER R UPVC OR RUBBER RING JOINTED REINFORCED CONCRETE
c | PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O.
oH RESIDENTIAL gt | JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
295 NBO MS THE MANUFACTURERS REQUIREMENTS.
22.190 2, ih / DEVELOPMENT ae 2> | 6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A
EXISTING OVERLAND FLOW TO C- a FFL: 93.750ti(ai‘(<‘(‘iéi(‘i‘(‘(i‘i‘a lids | 6) 4% MINIMUM GRADE OF 1 IN 60.
oe — . ;
REMAIN AS IS. MAINTAIN EXISTING Os . . [ | 3 7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE
SURFACE GRADES AND FLOW ®, | as _- eS TT 2 63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
PATHS TO PROMOTE SHEET FLOW. ® CLASS 12 POLYETHYLENE
NO CONCENTRATION OF FLOWS o: 8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY
TYPICAL % | | PIPEWORK TO BE TYPE B COPPER.
| | 9. WATER SERVICES ARE NOT PERMITTED IN GROUND
c FALL SLABS AND ALL JOINS AND CONNECTIONS SHALL BE
- Re. o— | | >. MADE ABOVE THE SLAB.
327 2 | 2 - HIEEP. 0 10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE
LEGEND €2.326 3 | | %90 e INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS
9 L — — — Q | a ARE TO BE INSTALLED IN ACCORDANCE WITH AS2441,
0 on AL 11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING
+8 PASTING SURFACE SPOT LEVELS. We \ = | aN CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
“2Na 5 PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR
--- ONO. om: <
B07 CONTOURS AND LEVELS 10. AAD x Be |. 6 ---R-K 4 ° s og 12. ALL I-GROUND
48 29 y %,. ’Re 12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE
37 S 6,
4 p © / o7 IN APPROVED CONCRETE PATH BOXES.
S / 13. ALL WASTE PIPES AND WATER SERVICES
Alin TO EINSRED SROUND SURPACE Se PENETRATING SLABS TO BE WRAPPED IN AN APPROVED
, c \ —-- -- __ . DRIVEWAY. 6.8, y j FLEXIBLE JOINT JOINT WRAPPING.
OO REFER Drg. OW2.1 FOR DETAILS. ~~ @ | 2 | “/ 14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM
S.L_ 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT AN REFER Org OW2.2 FOR LEVELS. 40 | 2 | Y INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.
IL. 12,00 LEVEL (LL.) OF ADJACENT STORMWATER PIT ® X : = 2 | 2 | ol
AA a 4X oo 708
5 2 J
Co DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES g 8 0 _ 4 849 KEY
NE PENCORGN OW2.1 FOR THICKNESS SL 23.600 ul “A EX. SWPT EXISTING STORMWATER PIT
, 22.4 IL, 23.200 D ROOF WATER CONNECTION, REFER a 4 EX. SMH EXISTING SEWER MANHOLE
3 22 —— \ FUTURE HYDRAULIC CONSULTANT ie 4a EX. SCP EXISTING SEWER CONNECTION POINT
LANDSCAPING, REFER LANDSCAPE X FOR INTERNAL DRAINAGE DETAILS, 7 nr of 4 EOB. EXISTING EDGE OF BITUMEN
[ ARCHITECT FOR DETAILS. 3S TYPICAL. a 2 Yy K &C EXISTING KERB & CHANNEL
oS On, NS.L. NATURAL SURFACE LEVEL
® 2 2.95 FH. FIRE HYDRANT
5 GP1  400Sq GRATED FIELD INLETS, POLY AND LIGHT ' TP TELSTRA PIT
DUTY GRATE WHER IN LANDSCAPE AREAS. > EP. ELECTRICAL PILLAR
23 SEP KERB EXISTING KERBING
Gp2 450Sq STORMWATER JUNCTION BOX, x 25 235 22. 4B RCEW REINFORCED CONCRETE END WALL
X PRE-CAST CONCRETE. AND SEALED 4 SV STOP VALVE
LID. oN 3 WM WATER METER
1050 PRE-CAST CONCRETE MANHOLE IN & Sum
ACCORDANCE WITH COUNCIL STD NN sl 24
DRAWINGS IPWEA DS-010, DS-O15 & LL, 23,100
MH-O1  DS-020. CLASS D LID. 5
“S88 | BUILDER 10 POT HOLE LOCATE AND x
(RCS) ROOF WATER CONNECTION, REFER CONFIRM EXISTING SERVICES LOCATIONS oN
+e HYDRAULIC CONSULANT FOR
| INTERNAL DRAINAGE. DETAILS, TRE CURRIED Gus ROT ANY
TYPICAL. . 2s
DISCREPANCIES TO THIS FIRM. eS:
Ad SS
GD-200 200(W) GRATED DRAIN WITH HEAVY 462
(mom ~—CUTY ‘GRATE. ‘ Z
a ec? “X
E INDICATES OVERHEAD ELECTRICITY 92275 «0 \
SUPPLY LINE x \S
Xe S. a CONSTRUCT NEW MANHOLE OVER DRIVEWAY PAVEMENT. REFER
«0 Z ae & COUNCIL STORMWATER PIPE FOR DRIVEWAY & ACCESS PLAN
3 2 FOR REINFORCING.
—— w————__INDICATES WATER MAIN APPROX oes a NEW DRAINAGE CONNECTION IN
ALIGNMENT, BUILDER TO CONFIRM EXACT go “22.397 ae ae ACCORDANCE WITH COUNCIL STD x COUN RA oor da
LOCATION PRIOR TO WORKS Zee DRAWINGS. Sona | bron ot.
oO 6 evision escription ate
a INDICATES TELSTRA LINE APPROX lcO ZZ we Issue:
: “
ALIGNMENT, BUILDER TO CONFIRM EXACT s so % SITE PLAN — SITE STORMWATER MANAGEMENT - 300mm MIN THK COMPACTED FOR APPROVAL
LOCATION PRIOR’ TO WORKS 4s, ee Scale T: 100 GRANULAR MATERIAL UNDER SLAB
“XN
INDICATES STORMWATER DRAIN EXISTING » & el oo MIN. 98% FIELD DENSITY THROUGH DO NOT SCALE FROM THIS DRAWING
— sw/EX ————_ & o DRAINAGE PIPE SIZES BACKFILL DEPTH. D>900mm The design and associated details contained on this and associated
AS NOTED Zz = —_— — drawings are copyright and are not to be used or reproduced without
% ct 6 al AS NOTED. NOMPART IN TSorrn PR NERS D>400mm the written permission of SCG Consulting Engineers.
xe)
sw INDICATES STORMWATER DRAIN PROPOSED eo OA ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER FINISHED SITE DRAINAGE. IN : San ait Projock ave
AS NOTED MIN 1 IN 100 FALL UNLESS ae a ONLY CONTRACTOR TO LOCATE ALL SERVICES PIPES TO BE LAID AT ACCORDANCE WITH HYDRAULICS _ ~ Unit 1/14 Project Ave,
NOTED OTHERWISE Ue PRIOR TO COMMENCING WORKS ON SITE. ALL CONSULTANTS DOCUMENTATION. APPROVED COMPACTED E SOG oes ees
6 SERVICES ARE TO BE PROTECTED IN 1:100 MIN. UNO. SLbNe san z Bn (07) 5455 5604
v c 195 ACCORDANCE WITH THE AUTHORITY . g \es web:www.scg-engineers.com
RW INDICATES POSITION OF RETAINING WALL RESPONSIBLE FOR THE SERVICE OUTSIDE g ‘968669675 750
— — TO STRUCTURAL ENGINEERS DETAIL. 150 DIAMETER 150
Title:
ROOF DRAINAGE: STORMWATER MANAGEMENT
ALL GUTTERS AND DOWNPIPES TO PLAN
COMPLY WITH BCA VOLUME 2 PART
www.dialbeforeyoudig.com.au eas /—\SW PIPE TRENCH/PIPE BEDDING & BACKFILLING —
roject
DIAL 14100 Ye) UNDER PAVEMENT TYPICAL SECTION 51 SEAVIEW TCE
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BEFORE YOU DIG Date: JULY 24 Drawn TH Design TH
0 1 2 3 4 5 Checked: Drg No. Rev
rn ——1_7——7__7m1:100 © Al RpEQ 27698
1:200 @ A3 : T Harrington 01 11 -SW a A