Original source · versioned page text
Appendix 5 - Civil Engineering Drawings forOPW
Attached to the e-mail Development Application Appendices 4,5,6 & 7 (2 of 2) MCU16/0112 & OPW16/0209.
6.0
5.8
5.6
5.4
5.2
4.8 5.0
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
Checked: Drg No. Rev.
Rev. - 10.06.16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 5 pages
Page 2
6.0
5.8
5.6
5.4
5.2
4.8 5.0
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
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 3
6.0
5.8
5.6
FILL
CUT
5.4
5.2
4.8 5.0
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
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 4
6.0
5.8
INDUSTRIAL DEVELOPMENT
5.6
5.4
5.2
4.8 5.0
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
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 5
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
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 6
6.0
–
��
5.8
‘ ’
��
��
INDUSTRIAL DEVELOPMENT ��
5.6
��
��
��
��
5.4
��
��
��
5.2
4.8 5.0
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
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
CONNECT BIN WASH
BAY DRAINAGE PIT TO
SEWER STUB. PLUMBER
TO LOCATE ON SITE. LEGEND
BIO-RETENTION BED MAINTENANCE REQUIREMENTS
Vegetation plays a key role in maintaining the porosity of the
filter media of a bioretention basin and a strong healthy growth
of vegetation is critical to its performance. Therefore the most
SS | | INDICATES EXISTING SURFACE intensive period of maintenance is during the plant establishment
—=Y= \ i a . . .
—— a/sP104321_— | S/SP104321 SRE Dee OPMENT. | A/SP156940 13.0 CONTOUR AND LEVEL TO AHD. Pe two years) when weed removal and replanting may
LOT 4 ON SP 244573 “e Inflow systems and overflow pits require careful monitoring, as
RP. BOUNDAR Vv ys p q 9%
Level Datum AHD —-—-—|_-___- ee | y= = + EXISTING SURFACE SPOT LEVELS. these can be prone to scour and litter build up. Debris can block
Level Origin PSM +R [5.80] * a — swat inlets or outlets and can be unsightly, particularly in high
HN. - % / 7 x INDICATES PROPOSED FINISHED visibility areas.
i 4 y ~ ‘ Ey SURFACE LEVELS Inspection and removal of debris should be done regularly, and
KEY i = x i x FLOW INVERT LINE ey INDICATES DIRECTION OF FALL debris should be removed whenever it is observed on a site.
EX. SWPT EXISTING STORMWATER PIT | (PSE GPe 1509 uPVC 1 in 100 (I~ — ~ Z FALL. Where sediment forebays are adopted, regular inspection of the
. B sw & Sw sw sw sw X] a | TO FINISHED SURFACES. . . .
EX. SMCP EXISTING STORMWATER CONNECTION POINT wy we NN GP4 & forebay is required (3 monthly) with remove of accumulated
Re. iM REINFORCED CONCRETE HEADWALL 4 we NG 5.65 i ¢D-200 200(W) GRATED DRAIN WITH sediment undertaken as required.
X. SMH EXISTING SEWER MANHOLE 2 : L ¢ Co HEAVY DUTY GRATE. For larger bioretention basins, it is essential that a maintenance
an NING ee GIANNIS t x 25) 5.19 ~ | access point is designed for and maintained in the bioretention
N.S.L. NATURAL SURFACE LEVEL OP oP. ao = 4 GPt 450Sq FIELD INLETS, PRE-CAST basin. The size and complexity of the system will guide its design
FH. FIRE HYDRANT Oho fof LS VSS Ad ti tit = GB, a CONCRETE WITH RAISED GRATE. and may involve provision of a reinforced concrete ramp/ pad
tp reer. POWER POLE if] . a 0 Loe v TO BE INSTALLED IN for truck or machinery access.
Ip. LIGHT POLE b L ! XG ! BIO-RETENSION BED. 8 Fe »007
KERB EXISTING KERBING \ X \ a. ; ; ;
a fo = y a GP2 450Sq FIELD INLETS, PRECAST Policy 11: Land Development Guidelines Section 13.6 -Bioretention
/ 5.60] y CONCRETE WITH GALV.GRATE Basins 27 of 43
| MOUNTED FLUSH WHEN Typical maintenance of bioretention basin elements will involve:
= 4 INSTALLED IN DRIVEWAY. (11 routine inspection of the bioretention basin profile to
S| 58 & cP3 300Sq FIELD INLET. PRE-CAST identify any areas of obvious increased sediment deposition,
LANDSCAPING OVER WITHIN SWALE = ) -— - 0 % v CONCRETE. , scouring from storm flows, rill erosion of the batters from lateral
REFER LANDSCAPE ARCHITECT FOR —« y x -= S XX | inflows, damage to the profile from vehicles and clogging of the
PLANTING = 575) S 4 bioretention basin (evident by a boggy’ filter media surface);
all Ss 3S a ___GP4 —450Sq STORMWATER JUNCTION (11 routine inspection of inflows systems, overflow pits and
NS STONE PITCHED SWALE
Ss ~ 3% v x] BOX, PRE-CAST CONCRETE WITH under—drains to identify and clean any areas of scour, litter build
MIN. 1 IN 100 at WIN " = 9 | TO BIO RETENTION BED” - NEAVY DUTY LD. up and blockages;
: | oO 4 - . (removal of sediment where it is smothering the
FALL ALONG ——— bo om BY 7 Suet NE ELECTRICITY bioretention basin vegetation;
SWALE LENGTH. ll INDUSTRIAL DEVELOPMENT 8 CREATE LOW POINT IN DRIVEWAY (lJ where a sediment forebay is adopted, removal of
_ g = a \. ADJACENT BIO-RETENTION BED, TO INDICATES EXISTING SEWER LINE accumulated sediment,
Ee 2 S. & met 7 PROMOTE STORMWATER RUNOFF INTO LL) repairing any damage to the profile resulting from scour,
&z2 a | [OP “ L t 4 DP = N me BED. rill erosion or vehicle damage by replacement of appropriate fil
s AK Lot 3 \ DP oO x \ = lot 5 w INDICATES WATER MAIN APPROX (to match onsite soils) and revegetating;
0 SP244573 4 SP244573 Yo SBI Gy 5.50] S SP264847 ALIGNMENT, BUILDER TO CONFIRM LL tilling of the bioretention basin surface, or removal of the
FFL 5.80 = 3 EXACT LOCATION PRIOR 10 WORKS surface layer, if there is evidence of clogging;
TYPICAL SECTION VEGETATED SWALE \ BIORETENTION BED oo lar watering/ irrigation of vegetation until plant
5000(Lt) SLIM LINE. TANK . a 2 reguiar wa ering/ Irrigation of vegetation until plants are
FOR RE-USE IN IRRIGAT Ss \ MIN AREA 50m” FILTER, REFER T INDICATES TELSTRA LINE APPROX established and actively growing;
= SO TYPICAL DETAIL. FINISHED SURFACE ALIGNMENT, BUILDER TO CONFIRM co ‘vac ‘i
& WC’s. REFER DETAIL. £ \ Soe Pwo LEVEL RL 5.64m EXACT LOCATION PRIOR TO WORKS hg rot be used) of invasive weeds (herbicides
Tne = u 5 S , . .
S32 So Pt be A NN sw INDICATES STORMWATER DRAIN oo removal of plants that have died and replacement with
isl, 2 - \ PROPOSED AS NOTED MIN 1 IN plants of equivalent size and species as detailed in the plant
6/\ & 515 \ schedule;
“ \~ 2256 uPVC OMENS NOTED (1 pruning to remove dead or diseased vegetation material
RAINFALL i HALF CUT PIPE FOR EVEN . So 8 5 HALF CUT PIPE FOR EVEN and to stimulate growth;
Lop. FLOW DISTRIBUTION INTO °BIORETENTION BED GH, < oO FLOW DISTRIBUTION INTO sw/ex INDICATES STORMWATER DRAIN [11 vegetation pest monitoring and control.
o SWALE. REFER DETAIL ON * 5 Lo _ a BIORETENTION BED. REFER EXISTING AS NOTED MIN 1 IN 100 Resetting (ie. complete reconstruction) of the bioretention basin
= THIS SHEET PC REE. pes sor Se |e DETAIL ON THIS SHEET. FALL UNLESS NOTED OTHERWISE will be required if the system fails to drain adequately after
x ‘ . SN Js tilling of the surface. Maintenance should only occur after a
> z 518 LEVEL RL 5.65m 3 ” — SWALE -— - INDICATES ALIGNMENT OF SWALE reasonably rain free period when the soil in the bioretention
ROOF RUNOFF |F YL oe = 5.64 AND DIRECTION OF FLOW, REFER system is dry. Inspections are also recommended following large
WATERTANK FOR — SLL LLL) GD-20077AL, x TYPICAL SWALE DETAILS storm events to check for scour and other damage.
STORMWATER See 5.75 = fel All maintenance activities must be specified in a maintenance
RE-USE DRIVEWAY 4950 UPVC 4 in 100 s plan (and associated maintenance inspection forms) to be
- 2256 uPVC GP4 (t documented and submitted to Council as part of the
/ y_ Sw s Development Approval process. Maintenance personnel and asset
FALL. \ WV managers will use this plan to ensure the bioretention basins
MATER TS - \ wy \/ ENTRY = | CONNECT NEW SW PIT TO EXISTING SW continue to function as designed. An example operation and
‘ — ‘ 3 — maintenance inspection form is included in the checking tools
\ 7 Ly BRANCH AS PER QDC REQUIREMENTS. Menan F
VEGETATED SWALE ad & [ % {8 CONFIRM SW BRANCH JUMP. UP provided in Section 13.6.7. These forms must be developed on a
BIORETENTION dl mM Yo Hho LOCATION. site specific basis as the nature and configuration of bioretention
BED CREATE LOW POINT IN DRIVEWAY ore L <b basins varies significantly.
BIO-RETENTEION BED ADJACENT BIO-RETENTION BED, 10 RP. BOUNDARY 1 ao |
FOR TREATMENT OF TO GROUNDWATER ee STORMWATER RUNOFF INTO 5e 52.2 or cappeD
1 | STORMWATER 25 ; < 4
RUNOFF bux & / xo NN v | END
EMT J 2 SF
RUNOFF TO COUNCIL a NG i Siu EXISITNG CONCRETE SERVICE ROAD. By LO” ; Lo BED PIPE INTO
~ +——} 2B a / ITS POSITION
WATER CYCLE DAGREMATS sf 2 8 7 oN DOG LEG PIPE UP 0 CUT PIPE
\ a se Se sw/ex—o — dwex o ———~ JUNCTION TO MAINTAIN MIN.
\ Le Lt} < ZO COVERS TO STORMWATER PIPES.
STORMWATER RUNOFF _ASSESMENT -—-—-—-—-—- Oey te
— THE EXISTING SITE IS WITHIN AN INDUSTRIAL DEVELOPMENT WHICH CROs EXISITNG CONCRETE FOOTPATH ; EROS a — | SSE Nex
HAVE BEEN DESIGNED WITH A FRACTION IMPERVIOUS OF 0.9 / ANp W ry Revision | Description Date
— THE PROPOSED SITE HAS A FRACTION IMPERVIOUS OF 0.93. ONLY Ue KERB EX. SWPT SI | oR. Foy - P
A MINIMAL INCREASE OF 1.7 Lt/s WILL RESULT. THE STORAGE TANK a = =— 4 ey ely Issue:
WILL OFFSET THIS INCREASE — 5 = _ TYPICAL DETAIL SW FLOW DISPERTION Te Poe FOR APPROVAL
WATER SENSITIVE URBAN DESIGN STREET DO NOT SCALE FROM THIS DRAWING
— RUNOFF FOR THE SITE WILL BE DRAINED THROUGH A
BIO-RETENTION BED SIZED IN ACCORDANCE WITH THE DEEMED TO
COMPLY SOLUTION BY WATER BY DESIGN (2.2% OF CATCHMENT AREA)
—ADDITIONAL TREATMENT WILL OCCUR THROUGH THE USE OF A
VEGETATED SWALE FOR DRAINING STORMWATER AND THE RE-USE OF
STORMWATER VIA THE INCLUSION OF A WATERTANK
EXISITNG ISLAND. »)
SITE PLAN — DRIVEWAY & ACCESS PLAN
Scale 1: 200
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
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
. EXISITNG ISLAND.
SURFACE OF BIORETENTION BED SET 200mm
LOWER THAN FINSHED GROUND LEVEL
(Approx RL 11.10m), PROVIDE EDGE BOARD
SUCH AS PEGGED TIMBER SLEEPER OR
SIMILIAR
450 SQ GRATED SW INLET PIT
WITH RAISED GRATE, SET TOP
OF PIT 100mm ABOVE FINISHED
SURFACE IN BED
HALF SW PIPE ALONG EDGE OF BED
SET LEVEL TO ENABLE EQUAL
DOSING ALONG LENGTH OF BED
INFLOW
IN N eS
MfloW | | SERFLOW TOK & | _ OVERFLOW TO k & ¢
MIN 600mm APPROVED Al — f —
MEDIA LAYER ~ rT - Ie
a fs
100mm CLEAN COARSE SAND MIN. 600mm-~ 5-7mm CLEAN
GEOFAB
TRANSITION LAYER (HATCHED). = == FILTER MEDIA -Ou2—OnT— GRAVEL DRAINAGE
hore PUAN LAYER, GEOFAB BELOW
3(No) SLOTTED 1008 uPVC PIPES ee!
SET IN 150 THICK 5-7mm CLEAN
GRAVEL DRAINAGE LAYER. 225 DIAM TO GP4
¢ : TPC SECTION ~ A- A
DETAILS
BIORETENTION PIT DETAIL
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 40 098 484 699,
BIORETENTION PLANTING
8(No.) Plants per 1m2
Utilize at least 3(No.)
C) Ste
DEBUILD TA
approved species type
APPROVED PLANTING
Carex appressa, Gahnia
sieberiana, Ficnia nodosa,
Lomandra hystrix or
Isolepsis nodosa
Title:
OPERATIONAL WORKS:
STORMWATER MANAGEMENT
FILTER MEDIA TO BE IN
ACCORDANCE WITH FAWB
GUIDELINES FOR SOIL
FILTER MATERIALS FOR
USE IN BIOFILTRATION
Project
Lot 4 SP244573
SYSTEMS. BIORET PLUS 85 RENE St, NOOSAVILLE
BY SOUTHERN PACIFIC Date: Drawn
SANDS IS AN APPROVED Aug 16 CSK
MATERIAL | Checked: Drg No. Rev
8] RPEQ 5835
i S Richardson
26252-SWI