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SCG Engineering Plans
Attached to the e-mail MCU18/0003 - 20 Nannygai Street, Noosaville - Response to information request.
Plans and drawings
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Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
Noosa Heads
.23.02.2018
Design: TH
.
Rev.
DRIVEWAY PLANS & DETAILS
Date
27285-OW4
.
ABN 40 098 481 899
A
OPERATIONAL WORKS:
Lot 36 Nannygai Street
.NEW ARCHITECTURALS.
Drawn: CK
Drg No.
Noosaville
Description
Date: Jan 2018
.
Checked:
Issue:
Project
Revision
Title:
.A.
.
DEBUILD T/A
Rev. - 10.06.16
5
1.7
SP233494
Emt A
29
8. 5
1.6
0
1.7 09
46
35 5.
2.
2.
4.7 2.
FL
43
1 1.6
CP 8 13
7 10 9 5.
5.
3 5. 5.3 6
SP233494
1.6
(Highset House) 7 7
1.6 1.6 9
1.6
9
1.6
2
1.7 1.6
4 3
Gate
Gate 1.6
9
9 1.6
20.117m
1 .6 314°0'
6
1.6
6 1.6
Kerb TBM
O.Nail in Kerb 4
0 .41 4 6 .44 1.4 .46 6
1.4 1 O.Nail
RL 1.42m 1.4 1.4 1 1 1.4
9 5
1.3 O.Nail 1.3
8 3 Lip of Barrier Kerb 6 6
1 .2 1.3 1.3 1.3
A
NANNYGAI STREET
5
1.7
SP233494
Emt A
29
8. 5
1.6
0
1.7 09
46
35 5.
2.
2.
4.7 2.
FL
34
1 1.6
CP 8 13
7 10 9 5.
5.
3 5. 5.3 6
SP233494
1.6
(Highset House) 7 7
1.6 1.6 9
1.6
9
1.6
2
1.7 1.6
4 3
Gate
Gate 1.6
9
9 1.6
20.117m
1 .6 314°0'
6
1.6
6 1.6
Kerb TBM
O.Nail in Kerb 4
0 .41 4 6 .44 1.4 6 6
1.4 1 O.Nail
RL 1.42m 1.4 1.4 1 1.4 1.4
9 5
1.3 O.Nail 1.3
8 3 Lip of Barrier Kerb 6 6
1 .2 1.3 1.3 1.3
NANNYGAI STREET
A
[OCR of page images]
DRAWING SIZE - A2
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
PATHS AND RAMPS
RESERVE ADJACENT THE CONSTRUCTION SITE
I] LOT 36 ON RP 63879
Level Datum AHD
| | Level Origin PSM97268, RL 1.589m
a
'SNOH ¥9SyBIH)
vereezds
do
to--- 4
t TERRACE SLABS. REFER
STRUCTURAL DOCUMENTATION
| FOR DESIGN DETAILS.
|
NEW CONC. FOOTPATHS AS SHOWN
SHADED TO COUNCIL STANDARDS (IPEWA
Drg, SEQ-R-065) MAX. TOOL JOINT
SPACING 2m CTRS. REFER LANDSCAPE
ARCHITECT FOR SURFACE TREATMENTS.
NOMINAL KERB | PAVEMENT (NO TRIP
SETOUT LINE MAX 1 in 40 CROSS FALL IN
40 | 110 DRIVEWAY WHERE FOOTPATH
TRAVERSES.
R20
a z oO
PAVEMENT LEVEL 1 8 Se
acy ad <0) 48
B : ‘ 4 veal at] oo _ 5 I
ag 4 = Wt Ni
bP te KM :
° a im )2E2
300/450 150 ‘ _fia ri
Oe sah
< all! || [DS]
SECTION ~ STAND-UP KERB & CHANNEL Oo al iy
5 aU =
Zz s 1 4 |
< =|
Zz | Fy a
FH) 3
LEGEND.
INDICATES EXISTING SURFACE CONTOUR
— AND LEVEL TO AHD.
PROVIDE SMOOTH JOINT TO NEW
HAZZARD).
NK)
NEW L/B LERB
~|-LBm_(WW) RC PATH: 599 _
4 =
ao 1 — “
Vv | .
$Y” EXISTING SURFACE SPOT LEVELS. MAINTAIN POSITIVE FALL | DEMOLISH & REMOVE CROSSOVER &
ALONG NEW KERB INVERT + RE-CONSTRUCT STAND-UP KERBING
E INDICATES OVERHEAD ELECTRICITY ‘LTO LOCAL AUTHORITY STANDARDS
SUPPLY LINE TO PROMOTE SW FLOWS | AND DETAILS - &
TO Ex. SW PITS. | . &
INDICATES EXISTING SEWER LINE |
|
; INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT SITE PLAN — DRIVEWAY JOINTING
LOCATION PRIOR TO WORKS Saepe oa)
Scale 1: 200
__ swyex INDICATES STORMWATER DRAIN PROPOSED
OR EXISTING AS NOTED MIN 1 IN 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
FALL UNLESS NOTED OTHERWISE ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
Ww INDICATES WATER MAIN APPROX SERVICES ARE TO BE PROTECTED IN
ALIGNMENT, BUILDER TO CONFIRM EXACT ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
LOCATION PRIOR TO WORKS FOR THE SERVICE
x INDICATES PROPOSED FINISHED
SURFACE LEVELS NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH COUNCIL STANDARD DETAILS
125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 50 COVER,
FLEXIBLE JOINT AGAINST
MASONRY /CONCRETE.
3
(T.J.) DENOTES WET TOOLED JOINT 10 TERRACE
TO SLAB, REFER TO DETAILS 8
(ks) V/A 7 YY’ SUBGRADE PREPERATION, REFER
—-— "1... DENOTES DANLEY KEY JOINT TO DETAIL ple “/~/) — GENERAL NOTES
DEPTH
www.dialbeforeyoudig.com.au ONE
DIAL1100
BEFORE YOU DIG
PAVEMENT MATERIALS:
—125mm N25 CONCRETE PAVEMENT, SL82 MESH MIDDLE
~100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
(esnoy yesysiH)
vereceds
do
EX. EASEMENT A
© { SP233494
i
“IL RP. BOUNDAR’
lo
é
DRIVEWAY CROSSOVER IN _ =——
ACCORDANCE WITH IPWEA 1
STD DRG R-0050 AND |! Chao] 5
COUNCIL REQUIREMENTS ix S| WMI
> 2 a/ => gj \ 1 | Yo
i SHinf a} yy |S [2atol~
id h ~ 1S : i ! F
af 700 \.
of %, NSE S | YW
5 fy A JL?
FS) 5
= x [2.1 =e .
& I | poy /
S Hy .700 -
Zz I = 1, /
| | So V
Zz g 4 lV
$ T| [be
2 wu a Si y
\ ) FH. zi
| || 72 el
NM
A
i 4 4 | a
at
/ 4 pe a _ S
|
mob | :
| <
|
| +
SITE_PLAN — DRIVEWAY LEVELS
Scale 1: 200
DRIVEWAY SLAB
125mm THK
SL82 MESH
40mm TOP COVER
WET TOOLED
ef JOINT.
125mm
LLLLLLLLLL XK, }
CONTROLLED FILLY’ CHEE
~S—LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE SOmm CLEAR
ALONG LINE OF JOINT
(TJ) TOOLED JOINT RESIDENTIAL
KERB LINE
1.5m (Min) @ 1 in 8 SLAB MESH
MIDDLE
_ NOMINAL
25
\ | ae
50mm COMPACTED JOINT.
SAND BED
RESIDENTIAL CROSSOVER — LAYBACK KERB
SAW CUT AND
BREAKOUT
BACK OF KERB
150(D) CONNOLLY
KEY JOINT PROFILE. (\
4
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH —_EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
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 10 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 10 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 10 INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR 10
WORK COMMENCING
NANNYGAI | PROPOSED DRIVEWAY
STREET a GARAGE.
ce RL 2.320
= | cS
S 5. 3.00 .S
S 1 = 200 S&S
s 00 ©
“STAND-UP KERB 1
APPROX. EXISTING
& ANE a S = = GROUND LINE.
EXISTING S.L. - = 2 2 2 2
PROPOSED LEVEL - 8 8 8 8 &
CUT/FILL - sg gj gf Ff 8
CHAINAGE — 4 23 2 |g &
DRIVEWAY SECTION A-A
Scale 1: 200
R16 DOWELS,
800 CTRS. 125 THICK
SLAB.
VILLI LIK
CONTROLLED Fy GF
FROM JOINT.
(KJ) DANLEY KEY JOINT DETAIL
Onnnnt-——+__ >? __—?m1:100 © A2
STOP MESH 50mm
A. NEW ARCHITECTURALS. 23.02.2018
Revision | Description Date
issue: FOR APPROVAL
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
> SCG Unit 1/11 Project Ave,
DEBUILD T/A
Noosa Heads
Title:
OPERATIONAL WORKS:
DRIVEWAY PLANS & DETAILS
Project Lot 36 Nannygai Street
Noosaville
Date: Jan 2018 Drawn: CK Design: TH
p
w| Checked: Drg No. Rev,
8} RPEQ 5835
| S Richardson 27285-OW4 .
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