SCG 32038-CD Rev A 20.12.23

 

 

 

 

DRAWING SIZE — At
HEIGHT DATUM

 

 

 

   
  
  
  
 
 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 
      
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
 

 

   

  
     

 

     

 

   

 

       

 

    

 

 
   

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lor nt CONSTRUCTION NOTES
On nT | ! Seta ps eS “ CERI is bm
; , 50 GAP. 1. DO NOT SCALE FROM THIS DRAWING.
EDWARD S. NOOSAVILLE IN a. | Re VENT BACK FLOWS INTO GALVANISED KERB ADAPTOR TO LOCAL OR APPROVED EQUIVELANT AS PER Vin Bt SWPT BUSTING STORMWATER PT 100 NOT Stale FROM THIS DRAY
DST, N ce AUTHORITY STANDARDS AND IPWEA MANUFACTURERS. SPECIFICATIONS. Oo Fy SCP EXISTING SEWER CONNECTION POINT 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM
Survey information provided by | SITE FROM KERB/STREET. STD. DRG SEQ-RS-081. CUT OUT . ISTN F BIT THE ARCHITECTURAL DRAWINGS.
FOCUS SURVEY GROUP LAYBACK KERB AS NECESSARY 10 ) | E.0.B. EXISTING EDGE OF BITUMEN 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND
| INSTALL GALVANISED KERB ADAPTOR = as] 7 7 K & C EXISTING KERB & CHANNEL THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED
WITH NEAT, TIGHT FIT. } ety | | ae eee N.S.L. NATURAL SURFACE LEVEL TO THE ENGINEER IMMEDIATELY.
[ - L ie SORE 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL
_ EXISTING SERVICES WITHIN AND ADJACENT THE
CONCRETE UNCON tS pe 2/26x75 “TPES AeROSS KERB OUTLET (2 EP. ELECTRICAL PILLAR ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS
DRIVEWAY PAVEMENT. REFER BOX KERB OUTLET (2) KERB EXISTING KERBING ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL
BREAK OUT BTM OF PIT & FOOTPATH/VERGE.
DRIVEWAY & ACCESS PLAN RCEW REINFORCED CONCRETE END WALL DEPTH LINE DIAGRAM
FOR REINFORCING NCGREGATE. TD ALLOW POR STORMMVATER 7 SECTION DETAIL SV STOP VALVE HYDRAULICS
. AGGREGATE TO ALL RRR SS
ORAINACE ACTER RAIN EVENT & INFLOW SSIS es“ MELVIN, VET AIL WM WATER METER 1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF
BACK FLOWS FROM KERB/STREET.
’ Cv PLA STAND-UP KERB ADAPTOR 10 Pl SANITARY HYDRAULICS AND WATER RETICULATION
<4 EXISTING KERB DETAIL (RHS). WITHIN THE ALLOTMENT BOUNDARY TO BE IN
300mm MIN THK COMPACTED ACCORDANCE WITH AS3500
GRANULAR MATERIAL UNDER SLAB. REFER TO COUNCIL STD DRG. IPWEA RS-081 3, ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
eV GB FELD DENSITY THROUGH GP1_ TYPICAL SECTION OF AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING
RAINACE PIPE S| BACKFILL DEPTH. D>900mm ALL NECESSARY PERMITS AND APPROVALS.
DRAINAGE PIPE SIZES BN IRAFTICALE ake NG 4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF
AS NOTED. COMPACT IN 150mm LAYERS D>400mm ALL EXISTING SERVICES AS INDICATED ON THESE AND
ASSOCIATED PLANS PRIOR TO THE COMMENCING OF
WORK.
= 5, STORMWATER DRAINAGE PIPES SHALL BE CLASS SH
APPROVED COMPACTED ©§ ———
BEDDING SAND. BUILDER TO POT HOLE LOCATE AND Oe Ley RE ORMRIUN GRID. OC Nico Unow
FALL LANDSCAPED AREAS AWAY CONFIRM EXISTING SERVICES LOCATIONS JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
FROM BUILDING AND TOWARDS & LEVELS BEFORE ANY EARTHWORKS 1.64 THE MANUFACTURERS. REQUIREMENTS.
ARE CARRIED OUT. REPORT ANY —_— 6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A
FRONTAGE. TPCAL DISCREPANCIES TO THIS FIRM We yireR Supe Ly PIPEWoax
7, WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE ;
63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
(- =
- \ SW PIPE TRENCH/PIPE BEDDING & BACKFILLING CLASS 12 POLYETHYLENE
[ 2/125x75x4.0 RHS (GALV.) 8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY
\/ UNDER PAVEMENT TYPICAL SECTION LAD AT in 100 MI. INSTALL To PIPEWORK TO BE TYPE B COPPER
Diy , py , a py py py = S.L. 2.550 NEW KERB ADAPTORS IN 9. WATER SERVICES ARE NOT PERMITTED IN GROUND
30.477 ILL. 1.600 b ACCORDANCE WITH COUNCIL STD SLABS AND ALL JOINS AND CONNECTIONS SHALL BE
\ \ __|] ort DETAIL RS-081 & MAKE MADE ABOVE THE SLAB.
! , GP2 sw sw 1509 uPVC oo ' FOOTPATH GOOD. TYPICAL. 10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE
# === = SW-———— Sw SW ——— — SF = } Dat S'S INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS
4 Saas. FADS esw ce es Rosw SWPP = ARE TO BE INSTALLED IN ACCORDANCE WITH AS2441.
\ a (SW-IFP)x5 1 al 11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING
| 5 [/— CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
| Z oS PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR
q POOL FFL 2.700 J GARAGE oO) Y) CAST-IRON COVERS.
. FFL 2.900 12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE
i | . Mr IN APPROVED CONCRETE PATH BOXES,
o I ~.) 13, ALL WASTE PIPES AND WATER SERVICES
q | A | a bd PENETRATING SLABS TO BE WRAPPED IN AN APPROVED
* | Al = x FLEXIBLE JOINT UOINT WRAPPING,
LEGEND | LL | ky 14. THE TERM ‘SERVICE’ REFERS 10 THE MINIMUM
|— | PS \ | | <L INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE,
i CP? | RESIDENTIAL | v nm =
4480 EXISTING SURFACE SPOT LEVELS. I SL._240 | DEVEL DQ
. IL. 1.900 | DRIVEWAY RAINFALL
__---7 INDICATES PROPOSED SURFACE i | REFER Drg, OWA. & oO H | 163
L 4 a * Ww .
490 CONTOURS AND LEVELS TO AHD. 4 [ w4.9 FOR DETAILS, 2
ol ]4s a
oO
Fllis INDICATES DIRECTION OF FALL oq NI | | 1
TO FINISHED GROUND SURFACE. =
= ~ | | LANDSCAPING
SL 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT | -—
LL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT | tL ROOF RUNOFF :
POOL ye
FALL LANDSCAPED AREAS 10 t | 31 Edward Street Wt s 1] >>! DRIVEWAY
DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES FALL ALLOW FOR OVERLAND I | ‘Lot 3 RP112875 ] CARACE
LL] AND DETAILS ON DRG. OW4.1 FOR THICKNESS FLOW TO EDWARD STREET — S
AND REINFORCING, FRONTAGE. TYPICAL q | Area - 616 m2 FFL 2.200 a _
+ . Ss
LANDSCAPING, REFER LANDSCAPE 7 | S| = TO GROUNDWATER ON-SITE. STORMWATER
[ ARCHITECT FOR DETAILS. ! FFL 2.700 | PITS, GRATED DRAINS
i dl. , La 6 & JUNCTION BOXES.
Delors ss som ose Skee La TT ams [tle |
- iL. 1.900 > R-SW R-sw — R-SW R-SW eet, Fak-SW 41 sw Ltt. 60
L 0 u oa sw .
400Sq GRATED FIELD INLETS, POLY AND LIGHT , 4 Sw Sw ~— sw sw Sw | i 2/125x75x4.0 RHS (GALV.)
ES Pe ry GRATE WHER IN LANDSCAPE. AREAS. ‘ SW/EX j SW/EX SW/EX oO SM aiding ane —SW/EX —— mal EX ————— SW/EX SEX AMP} SV ao aT 1 in 100 MIN. INSTALL TO
“NEW KERB ADAPTORS IN
(RCs) 1 / — 1 b, ACCORDANCE WITH COUNCIL STD
ROOF WATER CONNECTION, REFER { m DETAIL RS-081 & MAKE RUNOFF TO COUNCIL
=| HYDRAULIC CONSULANT FOR p RK ~ FOOTPATH GOOD. TYPICAL. INFRASTRUCTURE
INTERNAL DRAINAGE DETAILS, =RW RW ae RW RW RW =_RW RW RW 70. = = RW ae RW RW RW Ui 7 — . .
TYPICAL, °Q0'
30.477 WATER CYCLE DIAGRAMATIC
G6D-150 150(W) GRATED DRAIN WITH HEAVY : ee
(OT )—(UTY GRATE. FALL LANDSCAPED AREAS AWAY PROPOSED BIN STORE WALLS
FROM BUILDING AND TOWARDS PLANTER/GARDEN AREAS ADJACENT EXSITING AWAY FROM BOUNDARY TO BE =
INDICATES AUSDRAIN ENVIROMODULE 2 TOWARDS EDWARD STREET COUNCIL STORMWATER PIPE TO BE SOFT LIGHT WT EASILY REMOVABLE. IF A
(SWHIFP) x # Ne TRATION CELLS, WRAPPED IN FRONTAGE. TYPICAL LANDSCAPING. NO WALLS OR FOOTINGS WITHOUT FOOTING IS REQUIRED FOR THE BUILDER TO POT HOLE LOCATE AND <1 soINOL REGURMENTS sobs
EXIEXIEIX] ~—cEOFABRIC, NUMBER AS NOTED REFER THE APPROVAL OF SCG CONSULTING ENGINEERS ENTRY GATE IT MUST BE CONFIRM EXISTING SERVICES LOCATIONS Revision | Description Date
DRG SW1.2 FOR DETAILS SUPPORTED IN PIERS EITHER SIDE & LEVELS BEFORE ANY EARTHWORKS
OF SW PIPE, REFER SECTIONS A ARE CARRIED OUT. REPORT ANY Issue:
——_ — ——_ INDICATES OVERHEAD ELECTRICITY PIPE BRIDGING FOR GUIDANCE DISCREPANCIES TO THIS FIRM FOR APPROVAL
SUPPLY LINE .
DO NOT SCALE FROM THIS DRAWING
—____ w—_ INDICATES WATER MAIN. APPROX SITE PLAN - SITE STORMWATER MANAGEMENT. deena oe copyright eed re not ta be used or reproduced athout
ALIGNMENT, BUILDER TO CONFIRM EXACT Scale 1: 100 the written permission of SCG Consulting Engineers.
LOCATION PRIOR TO WORKS
a. Unit 1/11 Project Ave,
_ INDICATES TELSTRA LINE APPROX Noosa Heads
ALIGNMENT, BUILDER TO CONFIRM EXACT ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER PLUMBING ARTICULATION: ROOF DRAINAGE: < srltctrndeeoeraece oon
LOCATION PRIOR TO WORKS ONLY CONTRACTOR TO LOCATE ALL SERVICES PIPES 10 BE [ AID AT ALL WASTE AND STORM WATER PIPES PENETRATING ton oa we er ; 5 Si onal asningscg-engnerscon
PRIOR TO COMMENCING WORKS ON SITE. ALL FOOTINGS TO HAVE FLEXIBLE COUPLINGS. d a 08
INDICATES STORMWATER DRAIN EXISTING SERVICES ARE 10 BE PROTECTED IN 1:100 MIN. UNO REFER DETAILS DRAWING $01.03 3.5.5
— Sw/EX————___ AS NOTED ACCORDANCE WITH THE AUTHORITY : : . ALL PLUMBING IN UNDER SLAB FILL IS TO BE Title:
RESPONSIBLE FOR THE SERVICE SUSPENDED FROM SLAB WITH CAST IN TIES STORMWATER M AN AGEMENT
sw INDICATES STORMWATER DRAIN PROPOSED PLAN
AS NOTED MIN 1 IN 100 FALL UNLESS . . FINISHED SITE DRAINAGE. IN
NOTED OTHERWISE www.dialbeforeyoudig.com.au ACCORDANCE WITH HYDRAULICS oro
INDICATES ROOF STORMWATER DRAINAGE ———E—rear—vwe ee
— R-sw LINE TO HYDRAULIC DESIGNERS DETAILS. & Tonk DI AL1100 NOCSAMIL. ST,
Hl |
INDICATES POSITION OF BLOCK OR V BEFORE YOU Dl Date. Drawn Design
—_ aw — SLEEPER RETAINING WALL, REFER DETAIL 0 QU G au Sept 23 TH SR
ON SCG DRG 32038-0W3.1 Checked: Drg No. ww
0 1 2 3 4 5 s
ruuuy-———L_—1_jm1:100 @ Al | RpEQ 5835
1:200 @ AS ‘| S Richardson 52038-SW1 | A.