Council archive · source document
SCG 31030-C Issue 6 (Council RFI)-280223 · OPW22/0319
DRAWING SIZE — Al
KE CONSTRUCTION NOTES
GENERAL:
EX. SWPT EXISTING STORMWATER PIT \ DO NOT SCALE FROM TH. DRAWING
RC. HW. — REINFORCED CONCRETE HEADWALL .
H EIGH T DATU M EX. SMH EXISTING SEWER MANHOLE 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
Lot 1 & 2 on RP 73072 E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Datum AHD — —_— 5
Level Oriain PM 18416, RL 9.967 SSS = FS NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
evel Origin , RL 9.967m U” FH, FIRE HYDRANT ENGINEER IMMEDIATELY.
oS TP 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
Survey information provided by Max Tm 4 | EP. FELSTRA/NBN PI POLE SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
Watterson & Associates a | ET. ELECTRICAL TRANSTORMER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
WM THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
& wsror | PROVIDE VISITOR wen WATER METER FOOTPATHS AND DRIVEWAYS:
PARKING | PARKING INDICATION | KERB EXISTING KERBING ;
= | DRIVEWAYS FALL AWAY FROM SICNS 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
GRATED DRAINS TOWARDS 2. MINIMUM CONCRETE. THICKNESSES:
| DRIVEWAY INVERT LINES ) PAVEMENT (VEHICLES): 125mm U.N.O.
FOOTPATHS: 125mm _U.N.O.
PROVIDE A NEW 2.0m WIDE CONCRET 3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
RCCORDAN cena COUNCIL STANOARD IN + S. AND MINIMUM STRENGTHS AS FOLLOWS:
& .
DRAWING RS-065, MAX CROSSFALL OF 1 IN s = Saf 4 = x _ FOOTPATHS HOES 25 WPe
40, PROVIDE 1 IN 3 FLARES BACK TO 0. :
EXISTING FOOTPATH WIDTHS < S ee. , > % 4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
Lijz — | 2 5, REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
< j= =? SLAB DEPTH.
= ‘en “ } 4 6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
° rx + , | 7. EXPANSION JOINTS AS NOTED (T.J./K.D.J) ON PLANS TO
ea FFL 13.75 Zp. aI! BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
a ’ y 4 =|| ALONG JOINT. REFER DETAIL.
visitor | PROVIDE VISITOR ao . Ke)
ake | PARKING INDICATION S | OS 8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT,
ATREAR | oo Ss ie FFL 14.600 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
° V4 FA | | & / —, % rR INSIDE EDGE OF CURVE
s5= TAl og, = oe MK 2 O. t 10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
S / 7 E ! \ Wy | O S AS REQUIRED PRIOR TO WORK COMMENCING
MAX 1 in 40 CROSS FALL IN FOOTPATH z | — Z = \ Y g
WHERE IT CROSSES THE DRIVEWAY. REFER -_ ix x K | i | aD 2 a
COUNCIL STANDARD DRG. RS-065 i) 2 ay | \ SC
2! \ 4
s 10 © ; 2 | a=»
Qis =| m
| Lay, D
FT ON us L / Y, BO = =e OB Ns Oa wD
FFL 13.75 J) S| ' 1 7 POURED SLAB, MAX 3.0m SPACINGS
AND COUNCIL REQUIREMENTS. LEVELS AS Y 4 | < Lc) REFER SCG ENGINEERS FOR GUIDANCE
NOTED + W.M. ) 2) 0 poet “Sy » Ale
_—_—— 4 J | & ' xX De oO)
M A (Kd | UNDERGROUND “ Ss a
. | aoe i FFL 15.000
‘TANK t . 4
. mek i :
. a a c= |g :
& | 4 = 5 \ a Sy SUBGRADE PREPERATION, REFER
KFA | bl &l| feecoon= S— DRIVEWAY INVERT INE = = ; —=_ =F] — GENERAL NOTES
EXISTING CROSSOVER TO BE REMOVED, * (32) . 2 Z a fe &, p=) 1 %, a f
tc yc : i ay 1 eRe MO _ ey
S at <Laly y me. «© aaa DETERMINED
STANDARD DRAWING RS-080, MAINTAIN Z SL oo g FFL 15.000 » ON-SITE
EXISTING SURFACE GRADES. OC Ba- F | | x
AH _ 4 j | = PAVEMENT MATERIALS:
33 Td x / JA Fj 7 La / —125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
N = /| | / gO < 100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
Lit | FFL 14.68 L/L. J —SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES
/| ae D
+ = / ) | ib N = DRIVEWAY CARPARK PAVEMENT SECTION
MINOR RESHAPING TO EX. GROUND : a + Y x A jw & a ,
LEVELS IN ROAD RESERVE FOR NEW Ss \. 15 7
DRIVEWAY/FOOTPATH. ENSURE MIN. ~~ = FASO eee rs
COVER TO SERVICES ARE MAINTAINED e | + . -F ! ra oS ‘ =
AND. RE-TURF. Of A . Ale
S SF | S
=2| | — = Heme || =»
+ 8 SH i= 7 SZ
al E J, =e +t
o FALL Bs | | a / a
“A -= a
/ = FFL 15.200 2 =
=> = | = wr
EP. co / SI Yo oe
LEGEND O E - Y | @
M1468 ip NB, 2
M. Y LLSLSLLLL, x *
__--77 INDICATES PROPOSED SURFACE =
4307 CONTOURS AND LEVELS TO AKD. ion ee!
RW seme RW ee RW ee RW ee RW
5.0% > INDICATES FINISHED SURFACE GRADE x Ee] a \aD \ap “9,
+ => = — =
4\80 EXISTING SURFACE SPOT LEVELS. LI To FX. SMH ‘
Sry"
x INDICATES PROPOSED FINISHED a
SURFACE LEVELS grt tt ‘st
= Bag A & ©
FA INDICATES DIRECTION OF FALL | 4 ~% | <4
AN TO FINISHED SURFACE. wsToR rRAN WDICTION © e+
™
FIELD INLETS OR JUNCTION BOX PRE-CAST | SITE PLAN — DRIVEWAY & ACCESS SIGN e | a
xX SB CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 Scale 1: 150 aX
FOR FURTHER DETAILS.
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(OO S—REFER SW1.1 FOR FURTHER DETAILS 5 A Soe INFO COUNCIL RFI ee
= evision escription ate
(T.J.) DENOTES WET TOOLED JOINT TO TERRACE SY Op APPROVAL
_ To SLAB, REFER TO DETAILS
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY NEW KERB & CHANNEL TO BE IN ACCORDANCE
K.D.u. ONLY CONTRACTOR TO LOCATE ALL SERVICES DISTURBED OR DAMAGED AREAS OF THE ROAD WITH NOOSA SHIRE COUNCIL STANDARD Dra.
—-—(KD4) pens DANLEY JOINT TO DETAL PRIOR TO COMMENCING WORKS ON SITE. ALL RESERVE ADJACENT THE CONSTRUCTION SITE [| | RS~080 & COUNCIL STANDARD DETALS DO NOT SCALE FROM THIS DRAWING
SERVICES ARE TO BE PROTECTED IN fe design and asserioted details Contained oe this ang assacicted t
TERRACE SLAB. REFER TO STRUCTURAL ACCORDANCE WITH THE AUTHORITY the wt are copyrig of Sco Con Ii ° or reproduced withou!
DETAILS FOR THICKNESS AND RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL written permission of SCG Consulting Engineers
REINFORCING. FOOT-PATHS AND INTERNAL PEDESTRIAN ox Unit 1/14 Project Ave,
DRIVEWAY SLAB/PAVEMENT. REFER TO PATHS AND RAMS SOG Noosa reac’
. ALL LINE MARKING TO BE IN ACCORDANCE
NOTES AND DETAILS FOR THICKNESS AND WITH THE QUEENSLAND MANUAL OF UNIFORM a ctatngscrergierson
REINFORCING. TRAFFIC CONTROL DEVICES & AS 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY 2 txwoews naneerscom
PARKING FACILITIES PART 1: OFF-STREET CAR DAMAGED AREAS OF EXISTING FOOTPATHS, 8
E CUpPRY ENE ELECTRICITY PARKING KERB & CHANNELS TO COUNCIL STANDARDS Title:
INDICATES EXISTING SEWER LINE . .
www.dialbeforeyoudig.com.au
Ww INDICATES WATER MAIN APPROX = Project
ALIGNMENT, BUILDER TO CONFIRM EXACT
sean ee . s DIAL1100 25-27 TOOLAR St,
; INDICATES TELSTRA LINE. APPROX i BEFORE YOU DIG TEWANTIN
ALIGNMENT, BUILDER TO CONFIRM EXACT Baie. Drawn Design
LOCATION PRIOR TO WORKS ‘Nov 21 SR SR
2 + 6 8 10m 1:150 @ Al : a
— sw/ex INDICATES STORMWATER DRAIN EXISTING TO AB Checked: Drg No. i
AS NOTED RPEQ 5835
S Richardson J 030-OW3.1 A.
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DRAWING SIZE — Al CONSTRUCTION NOTES
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SITE STORMWATER MANAGEMENT KE GENERAL:
ONLY CONTRACTOR TO LOCATE ALL SERVICES EXISTING SITE — 1. DO NOT SCALE FROM THIS DRAWING.
| cERces ARE TO Be OROTRED IN ALL ~ SITE AREA = 2020m? EX. SWPT EXISTING STORMWATER PIT 2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
HEIGHT DATUM ACCORDANCE WITH THE AUTHORITY RESPONSIBLE - IMPERVIOUS AREA = 510m? i ow STING SeVER MANHOLE ARCHITECTURAL DRAWINGS,
Lot 1 & 2 on RP 73072 FOR THE SERVICE EB. EXISTING EDCE OF BITUMEN 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Datum AHD PROPOSED SITE Kec EXISTING KERB & CHANNEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
Level Origin PM 18416, RL 9.967m ~ IMPERVIOUS AREA = 1320m’ N.S.L. NATURAL SURFACE LEVEL IMMEDIATELY.
ome FH, FIRE HYDRANT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
UNLESS NOTED Tp TELSTRA PIT WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
Survey information provided by Max SEE Re eM USING RATIONAL METHOD: EP ELECTRICAL POWER POLE NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
Watterson & Associates , KERB EXISTING KERBING LINE DIAGRAM.
SITE_RUNOFF WM, WATER METER HYDRAULICS
EXISTING PROPOSED | INCREASE 1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
EX. SWPT Qu | 92.7It/s 103it/s 10lt/s ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
0 itt/ 120It/ 12K/ 2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
— 5 2 s 8 S ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
SS = Qroo_| _158it/s 170lt/s 12It/s 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
EX. SWPT NON-WORSENING HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
" = APPROVALS.
— ON-SITE DETENTION TANK WITH SLOW LEAK 4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
PIPES TO BE PROVIDED. SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING
OF WORK.
STORMWATER QUALITY . 5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
- TT MATER HARNESENG TAA ENT WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
- THE MINE REGULATION ACT.
MEASURES TO BE IMPLEMENTED. 6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
— 101It OF STORAGE TO BE PROVIDED FOR OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
EVERY 1m? OF ROOF AREA. 80% OF ROOF WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
FLOW TO DRAIN THROUGH STORAGE. TANK. 7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
— STORED WATER TO BELUSED FOR ON SITE WITH AS, 4058,
IRRIGATION & EXIERNAP USE. | 8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
~ 8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
oO | 8.2. uPVC 1008 OR GREATER = CLASS 'SNB’
EX. SWPT o& 8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
r < | FALL LANDSCAPED AREAS TO FORMED | 9, ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
é Ds FLOW PATHS. DIVERT FLOWS 10 9.1. RCP 6008 OR LESS = RUBBER RING JOINT.
7 Sy a ho AIK FALE SCA RNTACE: 1: 150 9.2. RCP 6000 OR GREATER = FLUSH JOINT.
0 10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS TO
NEW SW PIPE ACROSS ROAD AND Sy CLASS 'SH’ UNO.
COND SRENCHING BACKERS AND ren : 11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
PAVEMENT RE-INSTATEMENT 10 Sy. — 225 uPVC SW 150 uPVC SW 6. WITH AS1657 AND AS DESCRIBED BELOW:
COUNCIL SPECIFICATIONS Ny Mat " | a i et. 65.621 CPI : GPX 4 11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
- 7 72S 0S — 7 a 11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
(a a So = swat SYS swe Ee own SY Sa 2 eng — _ Sw i sw om sw chy ay oe 12. SEWERS 100mm IAM, UPVC UNO. AND LAID AT A MINMUM GRADE
LY SL 12.50 SSS. » at SW we SGP3 C= OF 1 IN 60.
4196 cae oe ss b 150 uPVC $ 13. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE:
—— ( N <Q 13.1. 63mm DIAM. OR LESS — HIGH DENSITY TYPE 50
z | & x DOWNPIPES (DP) SHOWN CLASS 12 POLYETHYLENE
FFL 13.75 : | _ S|) = DIAGRAMATIC TO DEMONSTRATE 14, ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO
LL oP lO ‘S iS | 2 STORMWATER MANAGEMENT. BE TYPE B COPPER.
5 J So : FFL 14.400 S oe NUMBER AND LOCATION 10 BE 15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
© © gs s oO DETERMINED BY HYDRAULICS JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
3 a a>) 1 te a; 2 oN CONSULTANT & ARCHITECT. 16. FIRE HYDRANTS ARE TO BE INSTALLED IN ACCORDANCE WITH
x = o jau— 3 oO Yt AS2419.1. HOSE REELS ARE TO BE INSTALLED IN ACCORDANCE WITH
2 ii 2 2 AS2441. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS
1o | v Oa SITUATED IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED
|= Ye |Z SS DS PROPOSED LOCATION FOR WITH EITHER BRASS OR CAST-IRON COVERS.
# BS R R-SWw R-SW R-Sw R-sw R-SW = _
=} iD [> a DETENTION /RE-USE 17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
—Y iS) Q 1 |= H IN-GROUND STORMWATER CONCRETE PATH BOXES.
3 LO LY 3 ) a | TANK(S) 18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
ol |& oP cP? WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
Ne © | | sw sw “ 5 19. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
< wt me Y 150 uPVC SW OPIS - DIAMETER UNLESS NOTED OTHERWISE.
BUILDER TO POT HOLE EXISTING SEWER Lo = FFL 13.75 a-sw asw RSW 3-4 ad woe wow nsw oe
TO CONFIRM LEVELS AND IDENTIFY ANY / =| | << Gio a
CLASHES PRIOR TO COMMENCING WORK ?1 | & Sy Ae ou
S.L 12.70 : a| ! UNDERGROUND “4 cor 7000Lt STORMWATER RE-USE
iL. 11.92 ) Jl WATER RE-USE AX TANK AND 14000Lt DETENTION
22] aN FFL 15.000 TANK, REFER DRG OWS5.2 FOR
q a z DETAILS
=| ad ——_ é
hie Nee Sw—225 upy Sw SL. 13.50] 225 uPVC sw 7 & Ja J / , J ?
| Be _DRWVEWAYINVERT-UNE = ~SwLztolopi_ | 4+ — — — | pp —
» ee “-—------>=+B DI D P2
oH &. ~. PI > &
LEGEND 4 REFER Drg 31031-C3.1 & | unoerorouno / =
4 FOR DRIVE WAY DETAILS. . S.L. 13.70 |} Sj TAR DETENTION
- = 4s 12.20 || 'ae 4 SW PITS ABOVE REAR OF
__---77 INDICATES PROPOSED SURFACE FE Zs HH. 12.20 |) © ¢_ FFL 15.00 al} % ALLOTMENT RETAINING WALLS
48.0 CONTOURS AND LEVELS TO AHD. © a "OP © i sw rsw "sw =|] 3 TO CAPTURE NEIGHBOURING
8 H.H. PO sn en tn ar) wow —/ Wy A ol SITE RUNOFF
5.0% 5 INDICATES FINISHED SURFACE GRADE VL = 9 OP 3
Li FFL 14.68 ; | iy |
448.9 EXISTING SURFACE SPOT LEVELS. 2
0P| | N 3 150 uPVC SW pp CP3
FAaUy INDICATES DIRECTION OF FALL : 4 I sw Sy sw sw = |
oN TO FINISHED SURFACE. lS oe
13S LO —a ZF ae a |
‘a OP GP2
SL 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT . 16 ~ ? e CP3
iL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT <_< | is ©? \ .
< — aaa i <u
mt ROCLA 1050 CPO STORMWATER PITS 3 i= ! 3
oO BUILT OVER EXISTING SW PIPES, MIN al Lp ; ; st
YY 450Sq GRATED LID HEAVY DUTY aA | & fon)
O o FFL 15.20 J 2 oO S
STORMWATER JUNCTION BOX, PRE-CAST E.P. | $ O Oo. SDITIONAC NFO GOUNGIC RA
S<]SMHP CONCRETE. AND SEALED LID O a / a j r | O S cae | becchio me
GRATED FIELD INLETS, WITHIN PATH AND W.M PPL 68 | | “s yy | 2 " issue:
= . |
EE}PX TERRACE AREAS - < | ! “ 150 uPVC SW . . FOR APPROVAL
S.L. 13.60 on or a 7) R-SW R-SWw R-SW RSW RSW R-SW CP3
GD-150 150(W) GRATED DRAIN WITH HEAVY Q10 DISCHARGE wioof fa | te AML a SW—rra SY <t4y DO NOT SCALE FROM THIS DRAWING
DUTY GRATE. RATE = 12 Lt /S ——— ==>} ‘pz GP1 <} SWALE —— <P SWALE —— <} SWALE —— <} SWALE —- <P SWALE — <} SWALE — . GP1 = i RW RW RW RW RW A he design and assorioted details Contained oe this ang ssocicted
(COM ; = = se.4 . ;
a = sw alla Sw +S w a | ~<—__ oe Se) _ the written permission of SCS Consuling Engeers
sw INDICATES STORMWATER DRAIN PROPOSED Lu Toxo FX SMH 225 uPVC SW GP2 150 uPVC SW GP2
AS NOTED MIN 1 IN 100 FALL UNLESS Sot BS Nee ear lect Ave.
NOTED OTHERWISE 5 ¥ qi + < SOG Ph (07) 5455 5604
eosw INDICATES ROOF STORMWATER DRAINAGE + =f oS © Ne nebsnnseenghees com
LINE TO HYDRAULIC DESIGNERS DETAILS. F | aa = 8 r5xh.0 RHS (CALV) ie | © i ovina
X/OX4. : T=
DP © INDICATES DOWNPIPES FROM ROOF. REFER ae en Ome INE ame” a | = ~ me
HYDRAULIC CONSULTANT FOR DETAILS OAT C0) NRICAL MAKE o& & CONCEPT STORMWATER
| . | MANAGEMENT PLAN
— ev —— INDICATES POSITION OF RETAINING WALL . . SITE PLAN — SITE STORMWATER MANAGEMENT PLAN
TO FUTURE DETAIL. www.dialbeforeyoudig.com.au : Project
Scale 1: 150
_ _ INDICATES ALIGNMENT OF SWALE AND GP's WITHIN DRIVEWAY AND CARPARK AREAS 25-27 TOOLAR St,
SWALE “> DIRECTION OF FLOW, REFER TYPICAL
, TO BE FITTED WITH ENVIROPOD STORMWATER TEWANTIN
SWALE DETAILS PIT INSERTS OR EQUIVALENT GROSS
POLLUTANT FILTER BASKETS D Desi
BEFORE YOU DIG Patiov 21 eR | Desig
0 2 4 5 8 10 Checked: Drg No. Re
Pf tm: 150 © AT el ppg 5835
1.300 6 43 | SE555°N |31030-OW5.1| A
Page 3
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
SITE AREA UNDER 2500m?
ALTERNATIVE MEASURES FOR
WSUD IMPLEMENTED
| | RAINFALL
>
ROOF RUNOFF
¥
WATER TANKS
DRIVEWAY
WATER TANKS =
-FOR RE-USE & DETENTION CPT
Y 2
RUNOFF TO COUNCIL
INFRASTRUCTURE
GPT— GROSS POLLUTANT TRAP
WATER CYCLE DIAGRAMATIC
PROVIDE MIN 1 in 150 FALL ALONG
LENGTH OF SWALE. DRAIN TO APPROVED
10 ' POINT OF DISCHARGE
NN NN
TYPICAL SECTION OPEN GRASS SWALE
| SLAB JOINTS AS
NOTED ON PLAN.
2/N12. TRIMMERS.
50mm COVER.
400 Min.
|
|
: LAPS
|
PIT TRIMMER DETAIL AT SLAB JOINTS
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
—CAPTURES GROSS POLLUTANTS
SOIL COVER
150mm_ Min
HEAVY DUTY TRAFFICABLE
SEALED ACCESS HATCH
TRAFFICABLE CONCRETE
DRIVE WAY SLAB
I.
(_—_-
ROOF STORM WATER
INFLOW
7000 Lt MIN.
STORAGE TANK
| “|
—> ]
-| WATER DETENTION TANK
DETENTION ZONE
14,000 It
=> 3
ILL. 12.30m
STORAGE TANK DETAIL
RE-USE PUMPING AND
RETICULATION BY OTHERS
FINISHED LEVEL
AS PER PLAN.
GATE/LID (HOT DIP GALV
WHERE STEEL) TO
/ ENGINEER'S APPROVAL.
R10 GALV DOWELS @ 400 f/f
400(L) EPOXY GROUTED
100mm MIN INTO PIT.
TELLAM PRE-CAST
PIT OR EQUIV.
IL. AS NOTED
ON PLAN.
THKNESS AS
PER MANU. _ |_|
AS NOTED
| __ON PLAN
PRE-CAST STORMWATER PIT SECTION
DETENTION TANK DETAIL
FINISHED LEVEL
AS PER PLAN.
| 225 DIAM TANK OVERFLOW PIPE
DETENTION TANK FOR ROOF
DRIVE WAY STORM WATER
ONLY, MIN CAPACITY 28000 It
OP
ING
LOW FLOW ORIFICE, Smm
STAINLESS STEEL PLATE WITH A
135mm ORIFICE HOLE.
(x \ DETENTION TANK CONNECTION OPENING.
KEY YP. SECTION
GATE/LID (HOT DIP GALV
;——— WHERE STEEL) TO
ENGINEER'S APPROVAL.
APPROVED GROSS POLLUTANT
FILTER INSERT INSTALLED AND
MAINTAINED TO MANUFACTURERS
SPECIFICATIONS.
R10 GALV DOWELS @ 400
400(L) EPOXY GROUTED
100mm MIN INTO PIT.
a
=e
oo
zo
oO
CLEARANCE
SEE DESIGN TABLE
OUTLET
BAG DEPTH
SEE DESIGN TABLE
\ IL’s AS NOTED
ON PLAN.
(— GPx WITH GPT INSERT
\ J TYPICAL DETAIL
GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA
STD. DRG SEQ—RS-081, CUT OUT
LAYBACK KERB AS NECESSARY TO
INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.
DRAINS results prepared from Version 2023.02.8437.28953
PIT / NODE DETAILS
Name Max HGL Max Pond Max Surface
HGL Flow Arriving Volume Freeboard
(cu.m/s) (cu.m) (m)
Pit2 14.23 0.09 0.27 0
PitS 13.01 0 0.24
OUTLET 12.39 0
Version 8
Max Pond Min
(cu.m/s)
SUB-CATCHMENT DETAILS
Name Max Paved
Flow Q Max Q
(cu.m/s) (cu.m/s)
Grassed Paved Grassed Supp.
MaxQ Tc Tc Tc
(cu.m/s) (min) (min) (min)
0.097 0.03 0.069 5 5 2
0.104 0.078 0.026 5 5 2
0.066 0.039 0.03 5 5 2
0.042 0.042 0 5 5 2
EXISTING
PROP
REMAINDER
ROOF
PIPE DETAILS
Name MaxQ Max V
(cu.m/s) (m/s)
0.065 1.64
0.083 3.81
0.022 0.66
Due to Storm
PIPE 2
Pipe15
ROOF
OVERFLOW ROUTE DETAILS
Name Max Q U/S Max Q D/S
OF2191 0 0
ORIFICE 0.004 0.004
OF1 0 0
Due to Storm
10% AEP, 15 min burst, Storm 5
DETENTION BASIN DETAILS
Name Max WL MaxVol MaxQ
Total
0.026
MaxQ
Low Level
0.022
Max Q
High Level
0.004
TANK 13.81 10.2
No water upwelling from any pit. Freeboard was adequate at all pits.
Flows were safe in all overflow routes.
(> DRAINS DETENTION TANK ANALYSIS
{LY RESULTS OUTPUT
INSTALL REECE 'RHS TO PVC
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.
Overflow Constraint
Due to Storm
10% AEP, 10 min burst, Storm 4
10% AEP, 5 min burst, Storm 1
10% AEP, 10 min burst, Storm 4
10% AEP, 5 min burst, Storm 1
10% AEP, 10 min burst, Storm 4
10% AEP, 10 min burst, Storm 4
10% AEP, 15 min burst, Storm 5
(>
yf
| Ii a +
2 s=7V .
2/125x75 4.0 RHS
H.D. GALV. PIPES ACROSS
CS eens
DIIINOORY
FOOTPATH/VERGE.
SECTION DETAIL
STAND-UP KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).
KERB OUTLET (2)
A ADDITIONAL INFO COUNCIL RFI 28.02.23
Revision Description Date
Issue:
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 40 098 481 899
C) St6
DEBUILD T/A,
STORMWATER DRAINAGE
DETAILS
Checked:
&] RPEQ 5835
=| S Richardson
29-27 TOOLAR St,
TEWANTIN
Daten oy n Drawngp Designgn
31030-OW5.2 A.
Used in these records
SCG 31030-C Issue 6 (Council RFI)-280223.pdfRelated documentApplication case desk ↗
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