Council archive · source document
SCG 30076-SW1-SW2-OW1-issue 3 · OPW20/0197
Revision Description Date
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Revision Description Date
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Issue:
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50
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RP66736
57
55
. Unit 1/11 Project Ave,
24
4.
12
1 Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title: DRIVE WAY LEVELS AND
DESIGN
Project Lot 4 Maple Street
Cooroy
Date: April 2020 Drawn: MLS Design: MLS
Checked: Drg No. Rev.
Rev. - 10.06.16
30076 - OW1 .
[OCR of page images]
DRAWING SIZE _- A2 7 oe eesereen Pate
DRIVEWAY CROSSOVERS IN ACCORDANCE WITH
CUT AND REMOVE
REQUIREMENTS
IPWEA STD DRG R-050, R-049 wan
EXISTING KERB AND
CHANNEL FOR DRIVE WAY
7
|
CROSS OVER |
NEW KERB & CHANNEL TQ, BE IN ACCORDANCE =|
ENSURE SMOOTH WITH COUNCIL STANDABB DETAILS lo S|
TRANSITION TO EXISTING & 2] 3!
ADJACENT GRAVEL DRIVE ‘ ° 1500 TRANSITION 2000 FOOTPATH 2)
WAY 8 S| gl
SUBGRADE PREPERATION, REFER Jz | OS!
GENERAL NOTES 20 a =|
ao
Y f = SLB2 MES |
\y tS EXISTING DEPTH MIDDLE 1:40 2:20 |
Q DRIVE WAY DETERMINED _ =— ; a
Pe \ ON-SITE 78 : TE _ pir ar ene - | 4]
S PAVEMENT MATERIALS: [ sae per ee : ’
—125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE CONTROL \_ somM COMPACTED
—100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST \ JOINT. SAND BED
—-SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES See OrraLe. DOWELLED CONTROL JONT.
DRIVEWAY CARPARK PAVEMENT SECTION SAW CUT EXISTING KERB & TYPICAL SECTION ~ DRIVEWAY CROSS OVER SLAB THICKNESS AS PER
CHANNEL 50 MIN DEPTH AT PLAN.
INVERT-BREAKOUT & REMOVE Y
‘ 9 BACK OF KERB.
C5605 “
HEIGHT DATUM
LOT 4 ON C5605
|
NOMINAL
KERB LINE
am
3
=
©
co
SLAB MESH
MIDDLE
Gel
Level Datum BM: Dpy Peg
Level Origin PM24976, RL 125.86m /
ot \ “Ne N Maple Street So __
4 ON ’ | 2 Oe \ Survey information provided by " SE
7 . AY ~\ -—] ™ :
So “oy. EXISTING ’ »” . we Ny [ea | | Max Watterson & Associates /\ ; 7 = wo! contrat
/ “ oN DWELLING oe gg \ SO ‘ ‘ \ conn COMPACTED ——_SOINT.
A eo. @ ‘ So SAW CUT AND SAND BED
AO of WX YS 7 © BREAKOUT
LEGEND “ : e \ Lo BACK OF KERB RESIDENTIAL CROSSOVER — STAND-UP KERB
a = ‘ 7
x | 29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS
\ So
\ Exist NS.C. MH.
SL ~ 40.76 (Exist.)
xe \ IL» 3967 So
ra. INDICATES DIRECTION OF FALL
== 0 FINISHED SPOON DRAINS.
4
\ LL: 125.39 S 25mm SAW CUT GREEN
os IL: 123.43
NY \
DRIVEWAY SLAB
125mm THK
SL82 MESH
CONCRETE EPIREZ P5-50
SEALANT
_--——_ INDICATES EXISTING SURFACE CONTOURS
8.0
AND LEVELS TO AHD.
‘ DWELLING, os.
e/ 40mm TOP COVER
\
4180 EXISTING SURFACE SPOT LEVELS. 3
3 To OU
CO LLLLLLLLLL EC,
INDICATES EXISTING SEWER LINE C5605 sop ACIROLED SZ
RL: 12586 LLL LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
sw INDICATES STORMWATER DRAIN PROPOSED 4 SECOND WIRE 50mm CLEAR
AS NOTED MIN 1 IN 100 FALL UNLESS oe \
85 NOTED MIN von . RP838097 ALONG LINE OF JOINT
INDICATES AGG BEHIND RETAINING WALLS \ SJ) SAW JOINT RESIDENTIAL
TO DISCHARGE 10 STORMWATER PITS
\ A. REVISED DRAINAGE. 14/10/2020
\ DANLEY ROUND 25mm SAW CUT GREEN Revision Description Date
FEIJcP1 3505 GRATED PLASTIC FIELD INLET. HEAVY DOWEL CRADLE CONCRETE EPIREZ P5~50 Issue:
DUTY GRATE WHERE IN DRIVEWAY \ R16x300(.) @ 300 SEALANT 125 THICK ~ FOR APPROVAL
vy RP66736 * DRIVEWAY SLAB
Oe CTRS
l0S © DENOTES INSPECTION OPENING TO SURFACE ee | so A PS Noosa Noads
\
FOR BACK FLUSHING OF PIPES. Y r aad ;
A\\ < Ph (07) 5455 5604
JS \ J ' 5 email:[email protected]
(S..) DENOTES SAW CUT JOINT TO DRIVE WAY y / srop wesw $0 ; ee webs sopengeets om
—_ SLAB, REFER 10 DETAILS A DANLEY 25mm GROUND FROM EACH SIDE. OF :
CRACK INDUCER (ONT Title: — DRIVE WAY LEVELS AND
_ (CD) DENOTES SAWN CUT DANLEY JOINT TO SITE PLAN —“DRIVE WAY DESIGN AND LEVELS DESIGN
DETAIL. Scale 1: 200 , (CDJ) DANLEY DOWELLED JOINT DETAIL Project Lot 4 Maple Street
Lo Cooroy
DRIVEWAY SLAB/PAVEMENT. REFER TO sa —
NOTES AND DETAILS FOR THICKNESS AND JS ° Date: April 2020 | Drawn: MLS | Design: MLS
REINFORCING. 012345 10 | Checked: Drg No. Rev.
4 6
O1 2346 m1:200 @ A2 =| RpEQ 5835 -
3| S Richardson 30076 Ow'1 .
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