Scg_27198-DR1 - 02.11.18 · OPW20/0195

 

 

DRAWING SIZE — A2

R.P. BOUNDARY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RP. BOUNDARY
7 a 77 TTT TT 77 77 nn 77 77? _
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\ | GARAGE | a d °
2 8 ~' § =
8 $ FFL 46.500 ¥ | § NEW CROSSOVER TO
\ \ i | LOCAL AUTHORITY
| SPECIFICATIONS AND
1 1 | DETAIL.
| !
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| | Xe) sa | s ao6o2 s sz =z a XY
\ | ee! | eI! =! } eS! = e! e! =!
mt | J | Ll 46.250
oo _ _ _ "RP. BOUNDARY [48.280] 7 7 ——*
NO MECHANICAL
CONNECTION BETWEEN NEW
300 (W) DRATED DRAIN. CONCRETE & EXISTING
STE PLAN — DRIVEWAY oe seme
Scale 1: 200 . NO MECHENICA
CONNECTION TO
DRIVE WAY NOTE: ASPHALT.
DRIVE WAY SHOULD BE TESTED PRIOR TO
COMMENCEMENT OF DRIVEWAY SLAB POUR WITH
VEHICLES OF SIMILAR CLEARANCE REQUIREMENTS.
A CBR-40 ROAD BASE SUB GRADE TO BE
COMPACTED AND GRADED 10 REFLECTED
PROPOSED DRIVE WAY GRADES AND TRANSITIONS
PRIOR TO CONCRETE POUR.
DRIVEWAY SLAB
125mm THK WET TOOLED CONTROL
2. MESH JOINT.
SET THIS POINT 200 \ mw \
mm ROLL OVER PAVEMENT APPROX. EXISTING u g
ABOVE ADJACENT KERB = —— HIGH POINT. SURFACE. > =
LEVEL FOR STORMWATER CONTROLLED FILL t
FLOW PROTECTION. .
z LOWER SLAB MESH TO
s MAINTAIN 40mm TOP
LITTLE Z| GRATED TJ) TOOLED JOINT DETAIL cover cut EVERY SECOND
COVE RD | DRAIN. SCALE 1: 20 WIRE 50mm CLEAR ALONG
c a c LINE OF JOINT
Ss 49.00 ——— | i i ——— 400 §&
J 48.00 1 penn gen 48.00
o — . ' | Horizantel--------- — o
S 4700 116.1 | 2Horizantal =1:17.3 —— #70 §
a 46.00 6-4 Z — 46.00 4
PROPOSED DRIVEWAY GARAGE |
PAVEMENT SURFACE. FFL 46.300 2
s ff fs PB & B&B F&F Bb PB B 2
EXISTING S.L. - es fs |e |e ff |g [IE JE [Ss fs S
SUBGRADE PREPERATION,
PROPOSED LEVEL — oS x & S & B 3 iS i F REFER
< ¢ ¢ = ¢ ¢ e ¢ eS GENERAL NOTES
a uot a | SB ef eo SB DEPTH DETERMINED
CUT/FILL - FJ SF SF Ss JF Ss FT SF SB ON-SITE
CHAINACE — gs sg a2 2g gp 2 Bs a ss PAVEMENT MATERIALS
as ss gs J ag SF =F Ss gs —125mm N25 CONCRETE PAVEMENT, SL82 MESH MIDDLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY LONG SECTION A-A

Scale 1: 200

—100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH
SPECIFICATIONS /NOTES

Z_— \ DRIVEWAY PAVEMENT SECTION
\- / SCALE 1: 20

 

CONSTRUCTION NOTES

GENERAL:

1, DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3, SETTING QUT DIMENSIONS ARE TO BE OBTAINED FROM 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.

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL

2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES

3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING

4, CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m

5, CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600

6, REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.

7, EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.

9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE

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

 

~ SOMM
COMPACTED
SAND BED

CROSSOVER DETAIL

LEGEND

125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST MASONRY/CONCRETE.

DENOTES WET TOOLED JOINT T0
DRIVEWAY SLAB, REFER TO DETAILS

INDICATES PROPOSED FINISHED
SURFACE LEVELS

(Td)

x

 

 

Revision | Description Date

 

 

 

Issue: FOR APPROVAL

 

“y SCG Unit 1/11 Project Ave,

DEBUILD TA,

 

Noosa Heads
DRIVEWAY & CROSSOVER

Ph (07) 5455 5604
Title:
PLAN & DETAILS

 

email:[email protected]
web:www.scg-engineers.com
Project 2 Little Cove Rd
Noosa Heads

 

Date: Nov 2018 Drawn: CK Design: TH
p

 

 

Drg No. Rev

27198-DR1| .

®) RPEQ 5835
s| 5 Richardson

 

 

 

| Checked: 4