Council archive · source document
SCG 30076-SW1-SW2-OW1-issue 3 · OPW20/0197
Revision Description Date
. . .
60
12 51
. . .
7.
7.
12
. . .
61
7.
50
12
7.
12
61
7.
12
E T
1
9
6
4
7.
7.
12
12
RE
48
7.
61 9
7. 7.5
12
ST
12 12
47
7.
12
57
7.
12
4
LE
.4
7
56
12
56
7.
7.
12
12
AP
39
7.
12
51
7.
12
M
4
.3
7
6
12
4
7.
12
30
7.
12
1
42 .4
7. 27
12 1
5
7. 25
6
12 27.
3
37
7. C5605
1
12
4
1017m²
95
6.
12
98
6.
93
12
6.
12
Y
RE
TO
83
L E S SE
6.
G U
SIN HO
12
65
62
6.
6.
12
77
12
7.
12
06
17
126
8.
6.
12
12
53
06
6.
7.
12
12
43
12
6.
12
6.
12
87
5.
12
50
97
6.
79
12
5.
5.
12
12
55
15
LL: 125.39
6.
6.
4
12 5 IL: 123.43
12
5.
12
00
74
6.
28
12
5.
5.
12
126
34
12
60
38
5.
5.
12
5.
12
26
12
5.
3 34
65
12 5.
25
5.
12
5.
25
12
C5605
12
5.
BM: Dpy Peg
12
49
5.
RL: 125.86
14
12
5.
12
12
04
4
44
5.
5.
5.
8
12
12
23.6 125
12
@ Bdy: 1 RP838097
IL Calc
05
85
5.
4.
12
125 12
.A . Council Additiaonal Information. . 27/04/20.
82
65
4.
4.
12
Revision Description Date
12
Issue:
1
50
4.
12
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: ROOF STORM WATER PLAN
Project Lot 4 Maple Street
Cooroy
Date: April 2020 Drawn: MLS Design: MLS
Checked: Drg No. Rev.
Rev. - 10.06.16
30076 - SW1 A
[OCR of page images]
DRAWING SIZE _- A2 7 oe eesereen Pate
NGL.
Lo VY 300mm MIN THK COMPACTED
“ YL GRANULAR MATERIAL UNDER SLAB.
7 Lo So TRAFFICABLE AREAS
So LLG 7 @— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
“ DRAINAGE PIPE SIZES Si 4 NON-TRAFFICALBE AREAS CONSTRUCTION NOTES
— COMPACT IN 150mm LAYERS D>400mm .
fo DRAINAGE Vip GENERAL:
So
l-—~e
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
TELSTRA
APPROVED KERB \ 7 \ C PIT APPROVED COMPACTED —~Y
\
wes
BEDDING SAND. 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
A N \ ARCHITECTURAL DRAWINGS ARE 10 BE REFERRED TO THE ENGINEER
25425 \ IMMEDIATELY.
Set \ xX . 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
U~s WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
\ NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
_ ~ \ _ ‘ LINE. DIAGRAM.
SET THE INVERT LEVEL OF S77 Ng. aN (-- \SW PIPE TRENCH/PIPE BEDDING & BACKFILLING HYDRAULICS
THE OUT LET SO AS 10 / ON \ . 1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
\ \ _ ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
ome FLOW RN / \ \ ‘ \ Y) UNDER N.G.L. TYPICAL SECTION 2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
, @ OS Qe \ \ ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
ee aN \ \ 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
ot. $s Co NaS . 5 HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
oe SY 4% XS e605 APPROVALS.
7 b Nv \ \ S 4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
. . SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
Ge \ PROPOSED ROOF STORM WATER “ CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING
ON ROOF AREA: 106m? / OF WORK.
y 4 ay NN ARI20: 253mm/Hr / 5, ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
SN WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
So \ 1017m? \, \ bo DISCHARGE RATE: 7.46L/s 4 THE MINE REGULATION ACT.
\ ‘Sy SL 32mm DIAMETER VALVE BROUGHT “ 6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
So \ \ Ne TO SURFACE LEVEL FOR BACK So OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
£0
te eS os FLUSHING OF CHARGE LINE. / WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
/ Sy v NS Ne BUILDER TO PROVIDE SIGN "BACK So 7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
\ FLUSHING OF STORM WATER WITH AS. 4058.
SYSTEM, NON POTABLE WATER”. 8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
So 8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
4 8.2. uPVC 1008 OR GREATER = CLASS 'SN8’.
So 8.3. ‘STORMPRO’ PIPES = CLASS ’SN8’.
/ 9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
/ 9.1. RCP 600¢ OR LESS = RUBBER RING JOINT.
9.2. RCP 600¢ OR GREATER = FLUSH JOINT.
s 10.ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
So CLASS 'SH’ U.N.O.
Sr 4076 (st) 7 11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
IL» 3967 J WITH AS1657 AND AS DESCRIBED BELOW:
, 11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
M ss J 11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
e Lng 11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
eoo\, ’ 12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
14. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441.
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE 70 BE FITTED WITH EITHER
4 BRASS OR CAST-IRON COVERS.
\ 15. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
RP838097 WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
16. THE TERM ’SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
/ [we ee oa
Z THE STORM WATER SYSTEM IS A Y
S CHARGED LINE AND MUST BE eo.
SEALED FROM THE TOP OF THE
DOWN PIPES TO THE KERB
ADAPTORS IN THE ROAD.
€
ES
ws
Exist N.S.C. M.H.
HEIGHT DATUM
LOT 4 ON C5605
Level Datum BM: Dpy Peg
\I| Level Origin PM24976, RL 125.86m
N Maple Street
| | Survey information provided by
© DWELLING , Cos.
7 “A va SSL
e—\ OM se
a
Ns
\
‘
Max Watterson & Associates oh
oO \
x
® we
BM: Dpy Peg
RL: 125.86 \
C5605
ALL 90mm STORM WATER
PIPES TO BE HUNG FROM
FLOOR FRAMING.
eb
car
LEGEND
\ DIAMETER UNLESS NOTED OTHERWISE.
d Ry o, \ A - Council Additiaonal Information. | - 27/04/20.
oP INDICATES ROOF STORM WATER ANY EXISTING STORMWATER INFILTRATION IN. THE v OHS \ Revision | Description Date
DOWN PIPE LOCATION OF THE PROPOSED DWELLING SHOULD BE
RELOCATED, ALTERANTIVELY DRAIN EXISTING . © 4 \ 'ssue: FOR APPROVAL
180 AND LEVELS TO AHD. STORMWATER LINE AND KERB ADAPTOR SKE
4\80 EXISTING SURFACE SPOT LEVELS. ’
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
__—_ INDICATES EXISTING SURFACE CONTOURS DWELLING ROO TO MAPLE ST WITH A NEW o npesras
~) Scg Noosa Heads’
Ph (07) 5455 5604
INDICATES EXISTING SEWER LINE , Ne
DEBUILD T/A
Title: ROOF STORM WATER PLAN
ron — now —— NOICATS ROOF STORMWATER DRANAGE SITE PLAN =-ROOF STORM WATER PLAN
Scale 1: 200
4
/
Project Lot 4 Maple Street
Cooroy
7
J Date: April 2020 | Drawn: MLS | Design: MLS
p
o 123 4 5 10 | Checked: Drg No. Rev.
/ ToL m1: 200 @ A2 =} RPEQ 5835 30076 - SW1 A
;| S Richardson
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 2 pages
Page 2
Revision Description Date
. . .
60
12 51
. . .
7.
7.
12
. . .
61
7.
50
12
7.
12
61
7.
12
E T
1
9
6
4
7.
7.
12
12
RE
48
7.
61 9
7. 7.5
12
ST
12 12
47
7.
12
57
7.
12
4
LE
.4
7
56
12
56
7.
7.
12
12
AP
39
7.
12
51
7.
12
M
4
.3
7
6
12
4
7.
12
30
7.
12
1
42 .4
7. 27
12 1
5
7. 25
6
12 27.
3
37
7. C5605
1
12
4
1017m²
95
6.
12
98
6.
93
12
6.
12
Y
RE
TO
83
L E S SE
6.
G U
SIN HO
12
65
62
6.
6.
12
77
12
7.
12
06
17
126
8.
6.
12
12
53
06
6.
7.
12
12
43
12
6.
12
6.
12
87
5.
12
50
97
6.
79
12
5.
5.
12
12
55
15
LL: 125.39
6.
6.
4
12 5 IL: 123.43
12
5.
12
00
74
6.
28
12
5.
5.
12
126
34
12
60
38
5.
5.
12
5.
12
26
12
5.
3 34
65
12 5.
25
5.
12
5.
25
12
C5605
12
5.
BM: Dpy Peg
12
49
5.
RL: 125.86
14
12
5.
12
12
04
4
44
5.
5.
5.
8
12
12
23.6 125
12
@ Bdy: 1 RP838097
IL Calc
05
85
5.
4.
12
125 12
.A. .REVISED DRAINAGE. 28/10/2020
82
65
4.
4.
12
Revision Description Date
12
Issue:
1
50
4.
12
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: SITE STORM WATER PLAN
Project Lot 4 Maple Street
Cooroy
Date: April 2020 Drawn: MLS Design: MLS
Checked: Drg No. Rev.
Rev. - 10.06.16
30076 - SW2 A.
[OCR of page images]
DRAWING SIZE - A2
LOT 4 ON C5605
Level Datum BM: Dpy Peg
Level Origin PM24976, RL 125.86m
Maple Street
2
Survey information provided by
| Max Watterson & Associates
3
C5605
LEGEND
FALL, INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
_-——_ INDICATES EXISTING SURFACE CONTOURS
0
‘3 AND LEVELS TO AHD.
4\89 EXISTING SURFACE SPOT LEVELS.
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
sw
INDICATES AGG BEHIND RETAINING WALLS
TO DISCHARGE TO STORMWATER PITS
350Sq x 600(D) GRATED PLASTIC FIELD INLET.
HEAVY DUTY GRATE WHERE IN DRIVEWAY
Er
10S 0 DENOTES INSPECTION OPENING TO SURFACE
FOR BACK FLUSHING OF PIPES.
Lo ON
“ HEIGHT DATUM Ne
700(W)x700(D) GRAVEL
SOAKAGE PIT. 2x 1506 SLOTTED
PIPE FULL LENGTH AS SHOWN.
WRAPPED IN GEOFABRIC SOCK
KK
EK
N
SY
700.
YA
Ae
G4
RR
SS
1
TELSTRA
S
AS
1KX
PIT
\
O
\ ENSURE TOP OF BUND IS SET AT COMMON
”~ RL TO ENSURE EVEN SHEET FLOW TO REAR
: OF SITE.
FINISHED LEVEL
AS PER PLAN.
5 /
C5605
S
My
A
NY
vw
K
»
XQ
OS GRAVEL SOAKAGE PIT
\_/ SECTION
GATE/LID (HOT DIP GALV
WHERE STEEL) 10
ENGINEER'S APPROVAL.
CL
EQUIV.
EXISTING
DWELLING
&
l
Zz
PLASTIC PIT OR ———>- So
PLASTIC STORMWATER PIT SECTION
OP &
wee
Exist N.S.C. M.H.
LL.» 39.67
\ L
+ LL: 125.39 S
oe
IL: 123.43
DWELLING , / ~~~.
aM ~
Or 7
IN /
BM: Dpy Peg
RL: 125.86
SL ~ 40.76 (Exist.) /
STORMWATER RUNOFF ASSESMENT
DESIGN STORM INTERVAL 10 YEAR ARI
SITE TIME OF CONCENTRATION 5 Min.
10_YEAR ARI COEFICIENTS OF RUNOFF
PERMEABLE AREA — 0.7
4 IMPERMEABLE AREA - 0.9
cae RP838097 EXISTING SITE RUNOFF 10 PROPERTY REAR.
700(W)x700(D) GRAVEL Qig - 46.1 It/s
SOAKAGE PIT, 2 x 1508
SLOTTED PIPE FULL LENGTH Ss PROPOSED SITE TOTAL RUNOFF
AS SHOWN. \ \ Qi - 487 It/s
\ PROPOSED ROOF RUNOFF 10 MAPLE ST
ENSURE TOP OF BUND IS SET AT Qig - 6.47 It/s
COMMON RL TO ENSURE EVEN SHEET \
FLOW TO REAR OF SITE. RP66736 \ NET RUNOFF TO PROPERTY REAR.
Qig — 42.23 It/s
\
\ IMPROVEMENT ON PREDEVELOPMENT SITE RUNOFF
SITE PLAN —~SITE STORM WATER PLAN
Scale 1: 200
4
/
7
/
7
10 PROPERTY REAR
Quo — 3.87 It/s
o.12 3 4 5
10m1:200 @ A2 =
Revision | Description Date
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.
HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAYING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING
OF WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 1006 OR GREATER = CLASS ’SN8’.
8.3. 'STORMPRO’ PIPES = CLASS ‘SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 600@ OR LESS = RUBBER RING JOINT.
9.2. RCP 600@ OR GREATER = FLUSH JOINT.
10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
CLASS 'SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:
11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
11.2. MANHOLES 0.85m—3.0m DEEP = STEP IRONS.
11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
14. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441.
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE 10 BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
15. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
16. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.
A. REVISED DRAINAGE. 28/10/2020
Revision Description Date
Issue:
FOR APPROVAL
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
C) SC6
DEBUILD T/A
Title: SITE STORM WATER PLAN
Project Lot 4 Maple Street
Cooroy
Date: April 2020 | Drawn: MLS | Design: MLS
p
>| Checked:
RPEQ 5835
;| S Richardson
Drg No. Rev,
t 30076-SW2! A.
Page 3
Revision Description Date
. . .
60
12 51
. . .
7.
7.
12
. . .
61
7.
50
12
7.
12
61
7.
12
E T
1
9
6
4
7.
7.
12
12
RE
48
7.
61 9
7. 7.5
12
ST
12 12
47
7.
12
57
7.
12
4
LE
.4
7
56
12
56
7.
7.
12
12
AP
39
7.
12
51
7.
12
M
4
.3
7
6
12
4
7.
12
30
7.
12
1
42 .4
7. 27
12 1
5
7. 25
6
12 27.
3
37
7. C5605
1
12
4
1017m²
95
6.
12
98
6.
93
12
6.
12
Y
RE
TO
83
L E S SE
6.
G U
SIN HO
12
65
62
6.
6.
12
77
12
7.
12
06
17
126
8.
6.
12
12
53
06
6.
7.
12
12
43
12
6.
12
6.
12
87
5.
12
50
97
6.
79
12
5.
5.
12
12
55
15
LL: 125.39
6.
6.
4
12 5 IL: 123.43
12
5.
12
00
74
6.
28
12
5.
5.
12
126
34
12
60
38
5.
5.
12
5.
12
26
12
5.
3 34
65
12 5.
25
5.
12
5.
25
12
C5605
12
5.
BM: Dpy Peg
12
49
5.
RL: 125.86
14
12
5.
12
12
04
4
44
5.
5.
5.
8
12
12
23.6 125
12
@ Bdy: 1 RP838097
IL Calc
05
85
5.
4.
12
125 12
.A. .REVISED DRAINAGE. 14/10/2020
82
65
4.
4.
12
Revision Description Date
12
Issue:
1
50
4.
12
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 .
Used in these records
SCG 30076-SW1-SW2-OW1-issue 3.pdfRelated documentApplication case desk ↗
About this file
- File size
- 864 KB (small file)
- File type
No other editions are linked here.