Original source · versioned page text
Attachment D - SCG Turning details
EXISTING CAR
NO
DEMOLISH & REMOVE EXISTING PARK TO BE ENSURE SMOOTH TRANSITION FROM
RT
CROSSOVERS & RE CONSTRUCT STAND-UP RELOCATED EXISITNG FOOTPATH TO DRIVEWAY,
REV A H
KERBING TO NOOSA COUNCIL STANDARDS NO STEP
& DETAILS. DRIVEWAY CROSSOVER IN
6.0m MAINTAIN POSITIVE FALL ALONG NEW KERB ACCORDANCE WITH IPWEA STD
TO PROMOTE S/W FLOWS TO EX. S/W PITS 6.0m R-0050 AND COUNCIL REQUIREMENTS
NEW CAR
GYMPIE TERRACE
SPACE NEW CAR
SPACE EXISTING
RL APPROX BUS STOP
1.55
1:8
1 : 20
EXISTING FOOTPATH
0.05m
1 : 40
4
REV A
1 : 8 C9.0
150 (W) GRATED
1m m
1
DRAIN TO KERB
4.9
I NE
L
1:
6757
ER
EXISTING FOOTPATH TO
0.2 m 6109
5
6013
SEW
BE WIDENED TO 2m. DRIVEWAY
ISSUED FOR APPROVAL
0
m
1.5
Issue Date: 17/04/2019
m
1:
0
28292 - C1.1 8
0.2 m 1.5
LINE OF ROOF
Drg. Number: 28292 - C1.1 REV A RL
ABOVE
0
2.7
m
1.5
DR
IV
0
STORE RA EW
MP AY
UNDER 1:
1.7 x 5.0 8
U1 U2 VISITORS U3 DRIVEWAY HIGHPOINT SET AT
RL 2.70m ABOVE DEFINED
FLOOD EVENT, FULLY ROOFED.
NO FLOOD WATER CAN ENTER
0m
5m
BASEMENT.
9.0
2.2
PROJECT:
150 (W) GRATED Proposed New Residence
DR
IV
RA EW DRAIN TO KERB
MP AY
LOW HT. BLOCK 1: PROJECT NAME:
WALL AS BARRIER 4 INFINITY VILLAS
BASEMENT
FFL -0.3 0.2m
CLIENT:
Sasha Hopkins
3 SITE ADDRESS:
1.50 m C8.0 Lot 1-RP66483 & Lot
DR RA
5m
0.37
IV M
1-RP70165,217-219 Gympie
EW P
AY
Terrace, Noosaville 4567
13 1415 16 1718 19 20 21 22 23 24 25 1 : 6.7
DRAWING TITLE:
BASEMENT
12 1110 9 8 7 6 5 4 3 2 1 LINE OF VOID
ABOVE DATE:
1.50 m 06/12/18
CAR TURNTABLE FOR
VEHICLE MANUVERING SCALE:
TO END BAYS ONLY. 1 : 100 @ A2
DRAWN BY:
C.CLOUT
R LINE
SEW E
PRELIMINARY DRIVEWAY PLAN ISSUE:
PRELIMINARY CONCEPT
DRAWING NO:
C2.0
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Full text of the other 3 pages
Page 2
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
e co
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
ce
line
cl
pa ump
d6 lms
00
1.8
0
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
cl
tre ump
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
ap
xS
MH
po
sit
ion
plo
tte
df
rom
. . .
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.
Page 3
DRAWING SIZE — A2 VEHICLE QUED IN TEMPORARY STOPPING BAY. TURN TABLE BY OTHERS. SITE PLAN - B99 ACCESS TO TURNTABLE/REVERSE FROM END BAY Scale 1: 400 SITE PLAN — B99 REVERSE ON TO TURN TABLE Scale 1 : 400 Overall Widtl Overall Bod Min Body Track Width SITE PLAN — B99 ACCESS IN FORWARD MOVEMENT SITE PLAN — B99 EXIT IN FORWARD MOVEMENT roun Hei B99 Vehicle (Realistic min radius) (20 Overall Length ight Clearance Lock—to—lock time. . Curb to Curb Turning Radius iO PROP NOMBVMO A. AUSDRAIN CELLS MOVED 17.04.2019. Revision | Description Date Issue: FOR MCU’ APPROVAL email:[email protected] web:www.scg-engineers.com ~z Unit 1/11 Project Ave, Noosa Heads < Ph (07) 5455 5604 3 3 a Scale 1: 400 Scale 1 : 400 Title) VEHICLE MANEUVERING PLANS & DETAILS Project 217-219 GYMPIE TCE NOOSAVILLE Date: Mar 2019 Drawn: CK Design: TH fp) Drg No. Re 0 1 2 3 4 Checked: RPEQ 5835 S Richardson 28292-VM1.1| A.
Page 4
1.6
6 1.6
GYMPIE TERRACE
line marking 5 1.5
9 1.5
1.6 4
1.6 7
4 1.6
ele 3 1.6
2 1.5
ctr ca
rp
1.5
8 0
icit 1.5
ark ca ca
1.4
9
yp 1.5
8 1.5
6 1.5
rpark
1.5
rpa
rk ca
ole 1.6
4 6 5 1.4 1.4
8 1.4
rpa
rk
bu
s
7 1.5 9
4 2 1.3
7
1.6 1.6 1.4
5 5 4 1.4
tre
tre
e co
1.5
6 1.5 1
1.5
1.4
7
e tel
str
a
dri nc.
ve
1.6
8 6 3
te
el
#P ectri
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
5 1.6 ve wa
concrete path 5 wa 1.5 y
1.6 y 1.5 1.5
1.7 2 9 7 6
2 1.7 WM
0 1.5
4
boundary line 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
5
1.6 9
8
1.6
6
1.6 1.6
SP
1
0 9
1.7
4
1.7
5
9
33
4 89
1.6
9
1.6
8
1.6 1.7 1.7
3 1.7 5
8 5
RESIDENTIAL
DEVELOPMENT
1.6
9
1.7
1.6 5
5 1.6 1.8
1. 7 8 1 1.7
7 0
fen
h
ce
hig
e lin
m
cl
pa ump
2.8
d6 lms
00
to
1.8
.8
0
ll 1
wa
1.6 1.6
1.6
ck
3 9
1.6 6 SM
blo
7 S H
1.7
1.6 8 IL L 1.8
7 -1. 7
1.7 09
1.6 5
8
cl
tre ump
d1 es 2.0
20 0
0
1.5
1.6 1.4 1.5 6
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
0 ap
xS
MH
po
sit
io np
lot
ted
fro
m
. . .
A. AUSDRAIN CELLS MOVED. 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:
STORMWATER MANAGEMENT
Project 217-219 GYMPIE TCE
NOOSAVILLE
Date: Mar 2019 Drawn: CK Design: TH
Drg No.
Rev. - 10.06.16
Rev.
Checked:
28292 -SW1.1 A.