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SCG 28084-CD Issue 8 2020.05.14
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
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Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Rev.
Noosa Heads
web:www.scg-engineers.com
email:[email protected]
Ph (07) 5455 5604
Unit 1/11 Project Ave,
[OCR of page images]
DRAWING SIZE — Al
5 MIN
REFER PLAN FOR SWALE
IL’s INDICATED IN ( )
ye
———_—
1500mm_MIN
LOT 2 ON RP 802207
Level Datum AHD
Level Origin PSM19568, RL1.245m
PAVEMENT LEVEL
XK SSEKKSKSK
es RAISED GALVANISED
| GRATE TO PIT
! .—<—-
CPI
2/125x75x4.0 RHS
BREAK OUT BTM OF PIT &
INSTALL LAYER OF 40-80mm
AGGREGATE TO ALLOW FOR
DRAINAGE AFTER RAIN EVENT.
1506 uPVC
450 SQ PRE-CAST
CONCRETE JUNCTION
BOX
GP2 TYPICAL SECTION
SW DRAINAGE HEAVY DUTY GRATE
PIT AS NOMINATED. RECESSED.
fall an
INTERSECTING SW
DRAINAGE PIPE.
/—&\ SW PIT IN DRIVE WAY
(7 TYPICAL SECTION
KEY
EX. SWPT EXISTING STORMWATER PIT DR <0. 2 |
RC. HW. REINFORCED CONCRETE HEADWALL L414, ¢ Op. Y
EX. SMH EXISTING SEWER MANHOLE , 4 +
E.0.B. EXISTING EDGE OF BITUMEN S
K &C _ EXISTING KERB & CHANNEL PIPES FROM’GP1 TO APPROVED <
N.S.L. NATURAL SURFACE LEVEL KERB ADAPTOR, SIZE AS NOTED & SLOW LEAK PIPES. 1/5000L ABOVE GROUND SLIM
FH FIRE HYDRANT PROVIDE, 100(W) WELDED & REFER TO DETENTION LINE TANK FOR DETENTION &
TP TELSTRA PIT CONNECTION TAGS. BETWEEN SER TANK DETAIL. RETENTION. REFER DETENTION
EP. ELECTRICAL POWER POLE MULTIPE. RHS . ©g NY STORM DNERT 2/: TAK
KERB _EXISTING KERBING a & ‘ .
WM WATER METER CIVIL CO TRAC OR TO POT
HOLE AND LOCATE EXISTING Os REV E
SERVICES PRIOR TO oy NS
DB COMMENCEMENT OF WORKS, SL 240 pe oh ob Y —
: CO... PAIN IL 2.00 xq. oY AY Vv
<+ “EFP* 2 v vo -RP_ BOUNDARY
oI Xp P. Z \ [
ALL PIPES TO BE LAID = Ke <T J FO
: 1509 uPVC ROOF WATER N
AT 1:100 Min. UNLESS Oy o sw Os <W sw—— SW. sw sw/_BINS AREA Wr
OTHERS WISE NOTED. Topp * ru v = =
w w w w Ww Way A , - - - -
3 | uw bE ; i J L / JS J J L / L / y 7 L 7
= 2/125 x\ 75 2 / © / ~
& h J 9 / vy
S RHS-GALV. / V* c & YQ
> | / v
“O/B. ||| = yy / J VY e
wet Te) S A “/ fo ( oe
Ill 3 © / ‘
7 |= Et © S
UT | z Y x , REV E =
~~ &i| % Sf fg C v S
| / (40 Ne / $ >
. | LM, v / s te
ly “9 8 + + ZN * J 3s ol a
St Oe Be, Se PR \ Do Ss v 3
sly Sz, (NGL lee YIN SL LLL XN LSS a 2
° J / VY / J J Y / JS J y a
ey im 0 oO W SW SW
re L 9 SI DP DP 1500 uPVC ROOF WATER
KB . 4
DOWN PIPES (1509 DP) L ££
WY SHOWN DIAGRAMATIC TT
TO DEMONSTRATE __| E — opt opt %
S STORM WATER Bj =e 1500 uPVC STORM WATER Vv
MANAGEMENT, 4 =~ sw SW x0 sw Vv 9 It
Oo a= e GP FITTED WITH e .v Zo vo
SEsE S g id STORMWATER 360” oy Seay |
U Be o, | %& “gs S ” we se ENVIROPOD INSERT i oe een
12 | -; (FO. ? » L
SOx + + Ww FT Gh E Ey yy v ENVIROPOD INSERT a IE
5 ad | | = Z : ig |
. 1 |i oA oP .
STORMWATER RUNOFF ASSESMENT | = OF? Yd garden ie
CIVIL CONTRACTOR 10 POT a Qi <4 av af’
DESIGN STORM INTERVAL 100 YEAR ARI HOLE AND LOCATE EXISTING es Oo XS 3 P ? shed |
SITE TIME OF CONCENTRATION 5 Min, SERVICES PRIOR TO ae. oP) & © |
100 YEAR ARI COEFFICIENTS OF RUNOFF COMMENCEMENT OF WORKS. 2 _ < : IP
PERMEABLE AREA — 0.84 7 = sf 3 ‘Vv | <u |
IMPERMEABLE AREA — 1.0 oh =| SL 240 % 9 I
AA Oy “op fy 188 <bppp— —|— rg 4 qe a) i
EXISTING SITE ® : o OS) uPVe-ROOFWAPER 1: 100 (GRADE/ / a. ¢ c ov ae
Qigg - 45.4 It/s § - a - _ a 3 C ns sw ctw af
PROPOSED SITE -_ Z - z ; é ki 150¢-UPVC_STPRM-WATER = Sn RP_ BOUNDARY
PROPOSED SITE . >
Qro9 - 52.9 It/s 2128 x soon Wis INSTALL s ] \ 2 ae a & & SWP. INDICATES STORMWATER PITS IN
DETAINED FLOW RATE 9 It/s s [TO KERB ADAPTORS AND © _ an Do rBN\ BS) xO) _BOUNDARY RETANNG WALLS FOR CAPTURE
DETANED SITE. 44 It/s MAKE FDOT PATH CODD. 2 \ ; / Sy * * OF NEIGHBORING ALLOTMENT
S A et RUNOFF 1508 DRAIN TO FRONT KERB
| o |? 9" fp ™ : — i ADAPTORS. BUILDER TO VERIFY ON SITE
o ; o 9 REV E NUMBER REQUIRED & LOCATION.
| °2, Si og | ° - - — ——
<2. < &. QB u | <BR TP. |
E oF a eo Ko Hoe
E Ox P| SRE 2B
STORMWATER 3 zi} <4 S Tw
INFLOW — TP oO I 7
TANK OVERFLOW PIPE(S) » |
f —_> =—> 3 f \ PROVIDE A SINGLE lu oD two storey
SLOW LEAK PIPE Cc office building _*|
DETENTION ZONE FITTED TO A SINGLE S r |
= TANK g C
f nN) nay Lu -
STORAGE/RE-USE WATER TANK(S) \: \ —
ZONE 1 x 5000 LT * ~ ~ |
45. DIAM SLOW _ _ |
\ LEAK PIPE Md
= | i
~ _L . a _ _ _ _ 4
RE-USE PUMPING AND
RETICULATION BY OTHERS A im \ ©
DETENTION TANK DETAIL nA n> 2 g&
x x = xk LN
B rs \ SITE PLAN — STORMWATER MANAGEMENT
= . \ |
www.dialbeforeyoudig.com.au £ oo Scale 1: 100@A1
oI NM Scale 1: 200@A3
oO |
gf fe \ |
3 CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
® COMMENCING WORKS ON SITE. ALL SERVICES ARE
cu . TO BE PROTECTED IN ACCORDANCE WITH THE
o| » © of AUTHORITY RESPONSIBLE FOR THE SERVICE
6 © on \ _ _ _ _ _
SoS
NEIGHBOURING
ALLOTMENT
LEGEND
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF FALL
FA, 70 ROOF SURFACES,
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
CPI
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE WITH
TRAFFICABLE GRATE.
GP2
450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE AND RAISED
GRATE, BROKEN OUT AT BASE,
REFER DETAIL.
GP3 450Sq STORMWATER JUNCTION
BOX, PRE-CAST CONCRETE AND
SEALED LID
INDICATES STORMWATER DRAIN
PROPOSED AS NOTED MIN 1 IN
100 FALL UNLESS NOTED
OTHERWISE
Sw
DENOTES APPROXIMATE DOWNPIPE
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 10 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 HAVING 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 PRIOR TO
THE COMMENCING OF WORK.
5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR
RUBBER RING JOINTED REINFORCED CONCRETE PIPE LAID AT A
MINIMUM GRADE OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED
IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS.
6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM
GRADE OF 1 IN 60.
7. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE ;
63MM DIAM. OR LESS - HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO
BE TYPE B COPPER.
9. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
10. FIRE HYDRANTS ARE 10 BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441.
11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED
IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH
EITHER BRASS OR CAST-IRON COVERS.
12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
13. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO
BE WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
14. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.
LOCATIONS TO BE CONFIRMED BY
ARCHITECT AND HYDRAULIC
DESIGNER.
GD-150
CCPEEeEEreerett 150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.
INDICATES PROPOSED FINISHED
SURFACE /INVERT LEVELS OF
NOMINATED SW PITS.
Sil. 2.22?
INDICATES EXISTING SEWER LINE
SWP. INDICATES STORMWATER PITS IN
BOUNDARY RETAINING WALLS FOR
CAPTURE OF NEIGHBORING
ALLOTMENT RUNOFF
_ INDICATES ALIGNMENT OF SWALE
SWALE I>" AN DIRECTION OF FLOW, REFER
TYPICAL SWALE DETAILS
BINS AREA.
PROVIDE DRAINAGE PIT FOR CONNECTION TO
SEWER MAIN. PROVIDE BUND SURROUND 10
DIVERT SW RUNOFF AWAY FROM AREA.
BINS AREA
RHS PIPES TO FINISH Smm
MIN. OFFSET FROM FACE OF
STANDUP KERB TO PREVENT
VEHICLES CUTTING TYRES.
PROVIDE GALVANISED 2/125x75
CAP OVER WELDED TO -— x4.0 RHS
RHS PIPES TO FINISH PIPES ACROSS
AT TOP OF STANDUP FOOTPATH.
I caLvaNiseo cap
125x75x4.0 [ OVER RHS PIPES,
RHS PIPE. |. \
TO MATCH KERBS. SS—=
_ FALL
&
ZZ
RHS KERB ADAPTOR TO
EXISTING KERB DETAIL.
x
Z
BLOCK RETAINING WALL
AS SPECIFIED.
THRU.
1506 PIPE WITH GRATE
OVER, PLACE AT LOW
POINTS ALONG
NEIGHBOURING BLOCK
1500 UPVC
1 IN 100
GRADE '
(6 \ SWP. DRAIN
\.~_/ TYPICAL SECTION
FILLED ALLOTMENT
—BLOCK RETAINING
WALL,
EXIST 1508 ADJOINING
GL DRAIN FROM
CRATE CONNECT BOTTOM LAYER TO HAVE
70 1500 upvc. SO( 1500 uPVC PIPE WITH
oa TRENCH GRATE BORED
KERB.
RHS (2) KERB QUTLET
E DOWN PIPE REVISED 09.08.2018
D ROOF DRAINAGE REVISED 02.08.2018
c ECO DRAINAGE PODS TO PITS 07.06.2018
B SPOON DRAIN DELETED 04.06.2018
A NEW CONCRETE SPOON DRAIN ADDED | 30.04.2018
Revision Description Date
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40098 481 699,
C) Ste
DEBUILD TA
Title:
STORM WATER
MANAGEMENT PLAN
Project
93 Mary Street
Noosaville
Drawn
GM
Date: Design
April 2018
Checked:
fManu-——1_}——7_f'm1:100 © At
1:200 @ AS
RPEQ 5835
S Richardson
i
Drg No.
28084-SW1
MS
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