Engineering · OPW22/0295

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 2 & 3 ON MCH3881
Level Datum AHD ih
Level Origin PM 105735, RL 4.577
Gympie Tce, Noosaville

Survey information provided by | !
Max Watterson & Associates

 

 

 

LEGEND

_---77 INDICATES PROPOSED SURFACE
\8.07 CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

RANP. INDICATES DIRECTION OF RAMP UP OR
SS DOWN AS INDICATED

+180
5.0% > INDICATES FINISHED SURFACE GRADE
FALL

x | 29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS

(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT, REFER DRG
SW1.1 FOR FURTHER DETAILS.

GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(Cm «—CREFER DRG SWI.1 FOR FURTHER DETAILS

@) SLAB POUR BREAK CONTROL JOINT,
REFER DRG. OW4.3 FOR DETAILS

____ (1) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.3 DETAILS

C_] DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.3 FOR
THICKNESS AND REINFORCING.

C_] LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.
RAMP INDICATES DIRECTION OF RAMP UP OR
——— > _ DOWN AS INDICATED
5 ——__ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

— w—— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

—— Sw/ex INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.

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www.dialbeforeyoudig.com.au

SA DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

FOR STORMWATER PIT
DETAILS. REFER DRG —
32225-SW1.1. TYPICAL

SAWCUT EXISTING FOOTPATH AND |SMOOTH
TRANSITION TO NEW FOOTPATH, ND STEP,
EXTEND NEW FOOTPATH CONCRETE 100mm
UNDER CUT EDGE OF EXISTING FODTPATH.

TYPICAL

DEMOLISH & REMOVE EXISTING
DRIVEWAY CROSSOVER AND

 

 

 

 

 

 

 

 

 

  

 

 

 

To
ee
ee
EX. SMH Vent Pipe
oO
Oo
5 ————— TT
5 i POOL =| . =
a 18) LI Ji} Poo. fi
oO
gooo0c005 : | 4 eI
x o o oO
+ Oo E = (SWP) (SWP) = F
Sq lo o
4 (HP) _
é . (SWP) (sup)
iS OR \ 1 3]
2 \ | \ |
ae 1
GROUND drown, | GROUND GROUND
FFL 2.700 FFL 2.700 FFL 2.700 FFL 2.700
4 \ L ,
— - EP SAAX SOS
|
|
| (swe) * RESIDENTIAL | | RESIDENTIAL (SWP) | :
e= | 0 | DEVELOPMENT| YOO |=) = | oo | DEVELOPMENT | YD | §
| (SWP) (SWP)
IN
a —[= . |
, oo
Fi fom 1 Fo | 4 > |
a GARAGE | GARAGE a i | GARAGE GARAGE
Q FFL 2.200 js J FFL 2.200 \ FFL 2.200 FFL 2.200 |
oO 3 Lb \ |
f a wW {
# 0 5.670m. \__[5.670m |
5 5.670m 5.670m ;
0 wwe

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~~ CHAPLAIN: PARK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i— — ———

9

 

 

 

 

 

PE ——————————— T

RE-CONSTRUCT NEW TYPE B1 BARRIER
KERB & CHANNEL AS PER NOOSA

COUNCIL STD DETAIL IPWEA RS—080.
MAINTAIN EXISTING SURFACE GRADES
AND ENSURE SMOOTH TRANSITIONS.

 

 

7.0m_AT FLARES

 

 

GYMPIE

DRIVEWAY CROSSOVER (SHOWN HATCHED) 10
BE GENERALLY IN ACCORDANCE WITH IPWEA

STD DRG RS-051 (GENERAL WIDE) AND
COUNCIL REQUIREMENTS. LEVELS AS NOTED.

 

NEW CONCRETE FOOTPATH/PAVED
AREAS SHOWN SHADED TO COUNCIL

|___ STANDARDS (IPWEA Drg SEQ R-065),
MAX TOOL JOINT SPACINGS AT 2.0m
CTRS, REFER LANDSCAPE ARCHITECTS
PLAN FOR SURFACE TREATMENTS

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1: 200

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY

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

 

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1

PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

 

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

 

 

 

 

LINE MARKING

TERRACE

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

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

 

   
   
 

 

DRIVEWAY CROSSOVER AND
RE-CONSTRUCT NEW TYPE B1 BARRIER
KERB & CHANNEL AS PER NOOSA
COUNCIL STD DETAIL IPWEA RS-080.
MAINTAIN EXISTING SURFACE GRADES
AND ENSURE SMOOTH TRANSITIONS.

ROAD ASPHALT EDGE TO BE SAW CUT
AS REQUIRED AND REINSTATED TO
MATCH EXISTING.

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS—-080 &
COUNCIL STANDARD DETAILS

 

 

KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE

W.M WATER METER

10 . Checked: Drg No. Re
1:200 @ Al |
mann 400 @AS | § Richardson $2225-OW4.1)

CONSTRUCTION NOTES
GENERAL:

1. DO NOT SCALE FROM THIS DRAWING,
2, ALL DIMENSIONS IN. MILLIMETRES

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

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE 10 BE REFERRED 10 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.

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2, MINIMUM. CONCRETE THICKNESSES:

PAVEMENT (VEHICLES): 125mm U.N.O.
FOOTPATHS: 100mm U.N.O.

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:

PAVEMENT (VEHICLES): 32 MPa
FOOTPATHS: 25 MPa

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1504, PLACED CENTRAL
SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS TO BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
ALONG JOINT. REFER DETAIL.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE

10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
AS REQUIRED PRIOR TO WORK COMMENCING

 

 

 

 

 

 

 

 

 

Revision | Description Date

 

 

 

“FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

>» Unit 1/11 Project Ave,
F Noosa Heads
Ph (07) 5455 5604

DEBUILD T/A

 

Title:

DRIVEWAY & ACCESS PLAN

 

 

 

 

Project
130-152 Gympie Tce,
Noosaville

Date: Sept 22 Drawn 1H Design H