SCG 31303 - CD Issue 2 07.06.2022

 

 

DRAWING SIZE — Al

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

   
 
      
     
       
 
  
     
 
   
     
  

      
  
   

 
 
  
    
   

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KEY CONSTRUCTION NOTES
GENERAL:
EX. SWMH EXISTING STORMWATER MANHOLE 1. DO NOT SCALE FROM THIS DRAWING.
EX. SMH — EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
EX. SCP EXISTING SEWER CONNECTION POINT 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
2 K &C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
3 NS. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
_ FH. FIRE HYDRANT ENGINEER IMMEDIATELY.
= TP TELSTRA PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SUBGRADE PREPERATION, REFER EP. ELECTRICAL PILLAR SERVICES 'MTHIN AND ADJACENT THE ALLOTMENT AND SHALL
GENERAL NOTES KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
{ RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
— SV STOP VALVE FOOTPATHS AND DRIVEWAYS:
DETERMINED WM WATER METER 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
$ ON-SITE 2. MINIMUM. CONCRETE. THICKNESSES:
2 F PAVEMENT (VEHICLES): 175mm U.N.O.
a PAVEMENT MATERIALS: FOOTPATHS: 125mm _U.N.O.
aH | ae ~125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE 3, CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
wn # 100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST AND MINIMUM STRENGTHS AS FOLLOWS
0\ m —SUB-GRADE PREPERATION IN ACCORDANCE WTH SPECIFICATIONS /NOTES PAVEMENT (VEHICLES). 32 MPa
N! ( :
° | = 9207 BIN STORE PAVEMENT SECTION FOOTPATHS: 25 MPa
NY 4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
w \ rm Z SP190823 5, REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
- SLAB DEPTH.
- 4 °7“NEW PAVEMENT TO MAINTAIN A 6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
\ 2, SMOOTH TRANSITION TO NEW 7. EXPANSION JOINTS AS NOTED (T.u.) ON PLANS TO BE
\ 7.76 +» DRIVEWAY EDGE, NO STEP. TYPICAL. 40mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
\ . REFER TYPICAL PAVEMENT ALONG JOINT. REFER DETAIL.
\ 3 CONNECTION DETAIL ON THIS SHEET 8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
8 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
\ PARA 2a hohe TT INSIDE EDGE OF CURVE
‘ 9206 | 10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
\ neo re £N10N093 te B AS REQUIRED PRIOR TO WORK COMMENCING
\ 4274 a , TAPER BACK LANDSCAPING AS ¢ B59
3 REQUIRED FOR NEW PAVEMENT
EXISTING KERB TO BE CUT BACK \ \ = ins oe NG BASTING BN STORE To
FOR NEW PAVEMENT, ENSURE Ne el Re
SMOOTH TRANSITION’ TO NEW 28.13 DOK, SHOW.
PAVEMENT. QR
43.70
x 9205
= 62:92 DEMOLISH & REMOVE EXISTING KERB AND CHANNEL
2 SP190823 es % FOR NEW CARPARKING SPACE. RE-CONSTRUCT
3 : se 43.710 STAND-UP KERB TO LOCAL AUTHORITY STANDARDS
ALIKE WARE TEE 0 KOON 42.92 - & DETAILS. MAINTAIN POSITIVE FALLS ALONG NEW
ai TE (een WAMU OF lec LO (EB & CAMEL FOR STORMWATER FLOWS. TYPICAL
o
EXISTING PAVEMENT A & wf
A YS .
ES/
COV B gv Ls a
SP151418 ”
NEW PAVEMENT TO MAINTAIN A
PAINTED CARPARK LINES ae Dee Loc
EMT H Pe ees TYPICALREFER TYPICAL PAVEMENT
2 CONNECTION DETAIL ON THIS SHEET
SP151408
NY we? PADMOUNT
2 ‘ \
£ \ "i EX. SM
k . SMH
24, EMT V : a 44.40
. a
SP207305 \ .
x Ye
; \
NOMINAL KERB %
SETOUT LINE | AS
40! 10 SK 44.60
\ 44.49
R20 .
TE \¥
if 1 8
PAVEMENT LEVEL fs “" +.) io
| a 7 al N
ue]
8 AREA 2 — CAR PARKING LINE MARKING
AREA 1 — CAR PARKING LINE MARKING Scale 1: 100
LEGEND. Scale 1: 100 = SECTION ~ BARRIER KERB
wi
ee INDICATES PROPOSED SURFACE s A RESPONSE TO COUNCIL 07.06.22
4e.07 CONTOURS AND LEVELS TO AHD. & x Revision | Description Date
ALL LINE MARKING TO BE IN ACCORDANCE 3 Issue:
ACTOR TO LOCATE ALL SERVICES PRIOR T
188 BAe SFE SOT Sue ar SNES a | ae a a or sm — FOR APPROVAL
a TRAFFIC CONTROL DEVICES & AS 2890.1 wy NOMINAL KERB |
Fauy INDICATES DIRECTION OF FALL TAR ENO TER IEL Be econ Dut PARKING FACILITIES PART 1: OFF-STREET CAR 8 8
“Sx TO FINISHED SPOON DRAINS. AUTHORITY RESPONSIBLE FOR THE SERVICE SASEAIG = 2 = | DO NOT SCALE FROM THIS DRAWING
Pp | NEW PAVEMENT - 40 | 110 The design and et details catcned or this oh croc .
DRIVEWAY SLAB/PAVEMENT. REFER TO EXISTING ROAD SURFACE | “| EXTEND SUB-BASE 150MM TT * drawings ere copyright and are not to be used or
Cy ee FOR THICKNESS AND CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE ANY i Zz EE Z a: - LED 8 : =~ PASSED EDGE OF BITUMEN R20 he the written permission of SCG Consulting Engineers.
, DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, | Px i
RESERVE ADJACENT THE CONSTRUCTION SITE ERB & CHANNELS TO COUNCIL STANDARDS | | | BASE GpURSE | | PAVEMENT LEVEL 3 8 i Unit a A Project ove
x INDICATES PROPOSED FINISHED EXISTING PAVEMENT Witt —————| 5 0 Ph (07) 5455 5604
SURFACE LEVELS eS) SUBGRADE PREPERATION, ip) ft 48 ce eal — 5 CONSULTING © Surwryes caer on
eae | | ge is coms cr ote oo Dou Ws gf. mL lg Na? Sa Seciemee
Oe Ree 7 $$ pirate PAVEMENT MATERIALS: fg le gl wile
2 ° 32mm ASPHALTIC SURFACING :
ix 150 - BASE COURSE TYPE 2.1 CBR 80 500/450 | 150 CAR PARKING AND LINE
iz |_____ SUBGRADE PREPERATION, N/R - SUB-BASE COURSE TYPE 2.3 CBR 45 MARKING PLAN
www.dialbeforeyoudig.com.au 3 PEPER GENERAL NOTES wa SECTION ~ STAND-UP KERB & CHANNEL
Leesa Project
(TYPE B1 KERB & CHANNEL IN ACCORDANCE WITH IPWEA
DI AL1100 PAVEMENT CONNECTION SECTION TYPICAL PAVEMENT SECTION STD DRG. RS-080 AND COUNCIL STANDARDS) PEPPERS RESORT NOOSA
BEFORE YOU DIG eT ee
°° FEB 2022 Ww 9° H
Checked: Drg No. Rev
Rnnnni——1t_?>-——1_?m1:100 @ A3_— 3 pprq 5835 A
; S Richardson 31 303 -OW1 | .