Plans SCG 29003-C Issue 1 10.06.2021 · OPW21/0173

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APPROVED PLANS
   OPW21/0173
 NOOSA COUNCIL
  29 JUNE 2021
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[OCR of page images]
 

 

DRAWING SIZE — A2

HEIGHT DATUM

LOT 91 ON N21847?
Level Datum AHD
Level Origin OPM 38211?, RL 2.827

Survey information provided by
Hass Survey, Philip Hass
Registered Surveying Associate

 

 

 

 

 

 

 

 

ALL LINE MARKING TO BE IN ACCORDANCE
WITH A.S 1724 MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES & A.S 2890.1 PARKING
FACILITIES PART 1: OFF-STREET CAR PARKING

 

 

 

 

 

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

CONTRACTOR TO TOPSOIL AND TURF ANY

DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

 

KEY

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,

 

 

 

 

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH COUNCIL STANDARD DETAILS

 

 

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-049 &
R-050 AND COUNCIL REQUIREMENTS. LEVELS

 

EX. SWPT EXISTING STORMWATER PIT

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN NILUMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS,

KERB & CHANNELS TO COUNCIL STANDARDS RC. HW. — REINFORCED CONCRETE HEADWALL

4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
EX. SMH — EXISTING SEWER MANHOLE DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
EX. SWMH EXISTING STORMWATER MANHOLE 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
E.OB. EXISTING EDGE OF BITUMEN WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
K&C EXISTING KERB & CHANNEL WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
N.S. NATURAL SURFACE LEVEL FOOTPATHS AND DRIVEWAYS:
FH. FIRE HYDRANT 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
TP TELSTRA PIT 2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
EP. ELECTRICAL POWER POLE 3, CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
KERB EXISTING KERBING TREATMENTS, EG. STAMPING

 

 

 

 

 

 

 

 

 

 

     
 
 
     

 

 

 

 

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    
   

  

 

 

 

 

 

 

Aa” AS NOTED 7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
150°42’10 EXISTING TREES IN ROAD
WIRE CUT ALONG JOINT.
30.497 RP BOUNDARY YD RESERVE TO BE REMOVED 8, ONE ACCESS PONT PERMITTED FOR EACH ALLOTMENT.
—— OZIZIZZIL. > OR RELOCATED. 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
< 10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING
x [2.63]
| >
% =| p33 o Z. SEEK COUNCIL APPROVAL FOR
= . NON-COMPLYING DRIVEWAY, DIMENSIONS
GARAGE | 2 a4 = & LEVELS AS NOTED. & b
FFL 2.65 5 4 = =| ©)
eI ele e = 3
+o = = O + a
= = :
| 2.40 £| [2.35 = C ” SUBGRADE PREPERATION, REFER
| ~ Cc LY 7/7) GENERAL NOTES
x [2.65 . WU a
_ DEPTH
| oa DETERMINED
| N EXISTING TREES IN ROAD ON-SITE
| RESERVE TO BE REMOVED PAVEMENT MATERIALS:
FFL 2.70 ay TS OR RELOCATED. —125mm N25 CONCRETE PAVEMENT é& PRECAST-PAVERS, SL82 MESH MIDDLE
(ie -250 THK COMPACTED ROAD BASE
N21847 s —SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
@ DEMOLISH & REMOVE EXISTING DRIVEWAY CARPARK PAVEMENT SECTION
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE a CROSSOVER AND RE-CONSTRUCT
ONLY CONTRACTOR TO LOCATE ALL SERVICES (Ley LAYBACK (TYPE M1) KERB & RE TURF
PRIOR TO COMMENCING WORKS ON SITE, ALL io “——~ ROAD RESERVE TO LOCAL AUTHORITY
SERVICES ARE TO BE PROTECTED IN S86 STANDARDS & DETAILS. MAINTAIN NOMINAL KERB |
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE | oO * POSITIVE FALLS ALONG NEW KERB & SETOUT LINE
FOR THE SERVICE 5 ieee CHANNEL FOR STORMWATER FLOWS. 975 50
| TYPICAL ALL LOCATIONS. co
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PAVEMENT ee iB
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LEGEND = — I" 7“ =
_-——__ INDICATES EXISTING SURFACE 2 075 | 395
CONTOUR AND LEVEL TO AHD.
LIKVA
» EXISTING SURFACE SPOT LEVELS. 4 SECTION ~ LAYBACK KERB & CHANNEL
4 |
195 THK. DRIVEWAY SLAB ON cOUPACTED H TBM (TYPE M1 KERB & CHANNEL IN ACCORDANCE
MATERIAL, SL82 MESH, TOP 40 COVER, -- aa oe WTH COUNCIL STD DRG. RS-080)
FLEXIBLE JOINT AGAINST
MASONRY /CONCRETE. SITE PLAN — DRIVEWAY & ACCESS
Scale 1: 100
(Tw.) DENOTES WET TOOLED JOINT TO TERRACE a APPROVED PLANS Revision | Description Date
-— 4 .
SLAB, REFER TO DETAILS 25 OPW21/0173 Issue: CONSTRUCTION
(Ks) DENOTES FORMED KEY JOINT TO DRIVEWAY ais NOOSA COUNCIL
SLAB, DETAIL TO DETAILS =~ PLAB MESH DRIVENAY SLAB 29 JUNE 2021 ~ Unit 1/11 Project Ave,
MIDDLE 125mm THK WET TOOLED = Noosa Heads
[1.568] INDICATES PROPOSED FINISHED SL82 MESH CONTROL JOINT. £
* SURFACE. LEVELS , 40mm TOP COVER / & \ onaladnintsep-engnees com
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BACK OF KERB 400 (L) @ 450 CTRS ALONG LINE OF JOINT
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