Original source · versioned page text
Attachment D - SCG Turning details
1. 6
6 1.6
GYMPIE TERRACE
line marking 5 1.5
9 1.5
1.6 4
1. 6 7
4 1.6 1.4
3 1.6 9
2 1.5
ca 1.5 0
rpa 8 1.4 1.4
1.5 rk ca ca 9 2
8 1.5 rpark rpa
1.5 6 1.5 1.5 rk
4 6 ca
5 1.4 1.4 rpa bu
1.6 8 1.4 rk s
7 1.5 9
4 2 1.3 1.2
7 8
1.6 1.6 1.4 1.2
5 5 4 1.4 8
t re
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1.5
6 1.5 1
1.5
1.4
7 1.4
1.2
3
tel
str
a
dri nc.
ve
1.6
8 6 3
te
el
#P ectri
0 1.3
9
pit wa 75 city
1.7 y
co pit lstra 93 p
1 1.6 co dri nc. 94 ole
7 1.6 dri nc. ve 1.5
5 1.6 ve wa
5 wa 1.5 y FH 1
concrete path 1.6 1.5 1.5
1.7 y 9 7 6
2 bu
2 1.7 WM
0 1.5 sto s 1.5
4 1.5 p
boundary line 0 3
EP
1.8 1.6 L
3 1.7 9
5 1.6 fenceline 1.6
7 2 1.6
5
1.6
6 1.6 1.5 1.5
2 1.5
5
1.6 9 4
8 1.7
2
BU
P9
1.6
6 70
4
1.6 1.6
SP
13
0 9
1.7
4
1.7
5
9
3 48
9
1.6
9
1.6
8
1.6 1.7 1.7
3 1.7 5
8 5
1.6
9
1.7
1.6 5
5 1. 6 1.8
1. 7 8 1 1.7
7 0
fen
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line
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00
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1. 6 1.6
1.6 9
1. 6 6 3
7 SM
1.7 S H
1. 6 8 IL L 1.8
7 -1. 7
1.7 09
5
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d1 es 2.0
20 0
0
1.5
1.4 1.5 6
8 0 fenceline
2.0 1.8 1.9
1.5 m 0 2 8
block wall 2.8m high 8 d8 ango
00
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. . .
A. DRIVEWAY WIDTH AMENDED. 17.04.2019.
Revision Description Date
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: CIVIL WORKS:
PROPOSED DRIVEWAY LEVELS
Project 217-219 GYMPIE TCE
NOOSAVILLE
Date: Mar 2019 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
28292 - C1 A.
[OCR of page images]
DRAWING SIZE - A2
— sW/EXx
GYMPIE TERRACE
165
hig
ra 18 1S q
= we a = - = “s
a a a 7 = %
Dh a, Sy a 3 |e 3 3 8, : q 3 AL, £
— i— m z = a 56]
% Obey * Ya 7, ™ ™ —
8 " ~ ane
/ = 76 “ay 789
et ™% My
Ral - > - -- --+ ae __ boundary ine Oo 7
a5 a5. LL e0 ¥ Tencaln = — a
‘o> 76 *
65.
/
tay / ENSURE HIGH POINT RL
ROLL OVER THIS AREA.
&
TAPER STOPPING BAY
BACK TO CROSSOVER
/ 2.700 IS ACHIEVED.
A WIDTH.
Key y
Arg
/
GARAGE /
FFL -0.300 sy
Kas ee -0.300
TURN TABLE PROVIDE ELECTRONIC LIGHT
BY OTHERS. | -0.196 SIGNAL SYSTEM INDICATING TO
; ENTERING CAR WHEN CAR IS
, EXITING FROM BASEMENT.
jeg
block wall 2.8m
SITE PLAN — DRIVEWAY LEVELS
Kn69
Scale 1: 200
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS
DRIVEWAY SLAB/PAVEMENT. REFER 10
NOTES AND DETAILS FOR THICKNESS AND
REINFORCING.
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
fnnnnt—1_?>——1_fm1:100 @ A2
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 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 TO WORK COMMENCING
A.
DRIVEWAY WIDTH AMENDED.
17.04.2019.
Revision | Description Date
Issue:
FOR ‘MCU’ APPROVAL
DEBUILD T/A
Le
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
Rev. 10.06.16
S Richardson
Title: CIVIL WORKS:
PROPOSED DRIVEWAY LEVELS
Project 217-219 GYMPIE TCE
NOOSAVILLE
Date: Mar 2019 Drawn: CK Design: TH
p
Checked: Drg No. Rew
RPEQ 5835 28292 - C1| A.
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