Council archive · source document
Attachment E - SCG revised plans · MCU18/0078
Attached to the e-mail MCU18/0078 and OPW18/0117 Response to information Request.msg.
Plans and drawings: the text below has words only, no drawings.
28064-OW4.1 .
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
DRIVEWAY & ACCESS
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2
0 ==22 = =
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
re)
a Ta
2
a
“ SUBGRADE PREPERATION, REFER
E GENERAL NOTES
DEPTH
DETERMINED
ON-SITE
PAVEMENT MATERIALS:
—125mm N25 CONCRETE PAVEMENT & PRECAST—PAVERS, SL82 MESH MIDDLE
-250 THK COMPACTED ROAD BASE
-SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
LEGEND
_——_ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
S
Y EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST
MASONRY /CONCRETE.
TERRACE SLABS AS DETAILED BY
STRUCTURAL ENGINEER.
DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS
DENOTES FORMED KEY JOINT TO DRIVEWAY
SLAB, DETAIL TO DETAILS
INDICATES PROPOSED FINISHED
SURFACE LEVELS
www.dialbeforeyoudig.com.au
P|
DIAL1100
BEFORE YOU DIG
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
Bbw
oO
ULR.P. BOUNDARY.
ara”
rr
eo
a9.
Ss
Burjamq
Spe! fang 2
[9A9] Blosey
[997 eloseg
2
EX.SMH gy
a
(Se ali block etaining wall
Pp OO =H
- =|
I el
| peus ogy
Spe!
Buyjamg
Aaiolg z
_P. BOUNDARY
SI
BFL
EEL
Lowset Timber Dwelling
UNIT 2
FFL 2.70 2
RP87781
- ‘AeMaAud
SITE PLAN — DRIVEWAY
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
_ NOMINAL
KERB LINE
1.5m (Min) @ 1 in
25
SAW CUT AND
BREAKOUT
BACK OF KERB
\ Sonn COMPACTED
& ACCESS
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
8 SLAB MESH
MIDDLE
NO CONTROL
JOINT.
SAND BED
RESIDENTIAL CROSSOVER — LAYBACK KERB
40mm TOP COVER
DRIVEWAY SLAB
125mm _ THK
SL82 MESH
QL
[ JOINT.
LLLLEL LLL LEX, }
CONTROLLED, AKL
WET TOOLED
125mm
ALONG LINE OF JOINT
(TJ) TOOLED JOINT RESIDENTIAL
150(D) CONNOLLY
KEY JOINT PROFILE.
rrr PT,
COMO TEE Z
R12 (GALV.) DOWELS,
800 CTRS.
125 THICK
SLAB.
Z STOP MESH 50mm
FROM JOINT.
(KJ) DANLEY KEY JOINT DETAIL
LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
= DRIVEWAY CROSSOVER IN
«i ACCORDANCE WITH IPWEA
STD DRG R-0050 AND
COUNCIL REQUIREMENTS
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 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 N32 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
DEMOLISH & REMOVE
EXISTING CROSSOVER
‘. & RE-INSTATE KERB &
z A CHANNEL.
EI]. | B+
S| f CONTRACTOR TO REPAIR/REINSTATE ANY
2s ; ha DAMAGED AREAS OF EXISTING FOOTPATHS,
a 8 3h Zz 2 x KERB & CHANNELS TO COUNCIL STANDARDS
+ = = 4
& BS a
EP +. & tS PROVIDE SMOOTH JOINT TO NEW
= 18 a zx PAVEMENT (NO TRIP HAZZARD).
| £ * MAX 1 in 40 CROSS FALL IN
| = z DRIVEWAY WHERE FOOTPATH
ran 3 ra TRAVERSES.
T I
; I ie KE
I | EX. SWPT EXISTING STORMWATER PIT
\ | Tt RC. HW. REINFORCED CONCRETE HEADWALL
8 EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH EXISTING STORMWATER MANHOLE
TERACE & PATHWAY E.0.B. EXISTING EDGE OF BITUMEN
SLABS AS PER K&C EXISTING KERB & CHANNEL
STRUCTURAL DETAILS BY N.S.L. NATURAL SURFACE LEVEL
THIS FIRM. FH. FIRE HYDRANT
T.P TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
NOMINAL KERB |
SETOUT LINE
40 | 110
R20 Revision | Description Date
Issue:
ale FOR APPROVAL
PAVEMENT LEVEL 4 2
| ¢ wo 7
2 cea | aS a stg Noosa Heads
2 s : ¢ Jl a a
: 2 N Ph (07) 5455 5604
‘ ¢ 4 < | " email:[email protected]
4 a web:www.scg-engineers.com
300/450 150
Title: OPERATIONAL WORKS:
DRIVEWAY & ACCESS
SECTION ~ STAND-UP KERB & CHANNEL
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 Drawn: GM Design: TH
0 1 2 3 4 5 .| Checked: Drg No. Rev
Tuunin-——1. -—1 m1:200 @ A2 — & RPEQ 5835 -
| S Richardson 28064 Ow4.1 .
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