ECM 3678186 v3 DA0373/2017 - Plan - Document1 · 1 gee st. sth launceston. as shown. a3. p.o. box 478 launceston tasmania 7250. accreditation no: cc678 x. f o r m ed r i g h t of

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LOFFEL RESIDENCE.

1 GEE ST.STH LAUNCESTON

1# 10-10-17.

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P.O. BOX 478LAUNCESTONTASMANIA 7250

ACCREDITATION NO:

CC678 X

1 GEE ST SOUTHLAUNCESTON TAS 7249

TITLE REF: 69718/4PROPERTY ID: 6618151AREA = 663.0m²

NOTE: TABLE FOR UNPROTECTED EMBANKMENT SLOPESSLOPE = H:L

SOIL TYPE COMPACTED FILL CUT

STABLE ROCK 2:3 8:1SAND 1:2 1:2SILT 1:4 1:4CLAY (FIRM) 1:2 1:1

(SOFT) NOT SUITABLE 2:3SOFT SOILS NOT SUITABLE NOT SUITABLE

35.5

36

36

36.5

36.5

36.5

37

37

37

37.5

37.5

38

38.5

15.24

43.53

15.24

43.661650

4000

SETBACK LINE

EXISTINGRESIDENCE

PROPOSEDUNIT

DEVELOPMENT APPLICATION ONLY[NOT FOR CONSTRUCTION]

SITE PLAN1:200

REMOVE SHED

REMOVE SHED

FORMED RIGHT OF W

AY

DA-17099

KITCHEN

LOUNGE

BEDROOM BEDROOM

BEDROOM

LIVING

ENSUITE

L'DRY

ENTRY

ENTRY

RESIDENCE

RESIDENCE

RESIDENCE

RESIDENCE

SHED

SHED

SHED

A

100mm CONTOURS

2 x 7.0m. LONG x 600∅ Poly PIPES INSTALLED SIDE BY SIDE AT 1:100 GRADE WITH NOMINAL HORIZONTAL OFFSET TO ALLOW BACKFILL.ALL STORM-WATER FROM RESIDENCE TO PIPES AND THEN CONNECT TO OUTLET PIT WITH 31mm ORIFICE PLATE AND TRASH SCREEN.ALL AS PER HYDRODYNAMICA REPORT

100MM PVC LINETO TASWATER/LCC MAIN

THROUGH PIT, 31mm ORIFICE PLATE AND SCREEN

01/08/2017

PLANNING EXHIBITEDDOCUMENTS

Planning Administration

0373/2017Ref. No: DA

Dateadvertised: 01/11/2017

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Version: 2, Version Date: 31/10/2017Document Set ID: 3658429Version: 1, Version Date: 01/11/2017Document Set ID: 3660891Version: 3, Version Date: 23/11/2017Document Set ID: 3678186

chledowskam

Text Box

Attachment 2 - 1 Gee Street, South Launceston - Plans of Proposal

wrankmorec

Stamp

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NOTE: TABLE FOR UNPROTECTED EMBANKMENT SLOPESSLOPE = H:L

SOIL TYPE COMPACTED FILL CUT

STABLE ROCK 2:3 8:1SAND 1:2 1:2SILT 1:4 1:4CLAY (FIRM) 1:2 1:1

(SOFT) NOT SUITABLE 2:3SOFT SOILS NOT SUITABLE NOT SUITABLE

15.24

43.53

15.24

43.66

2.70m.

EXISTING SEWER MAIN

FORMED RIGHT OF W

AY

CONC. PATH

BITUMEN OR CONC. DRIVEWAY AREA

THESE DRIVEWAY AREAS TO BEPERVIOUS SURFACE SUCH AS GRAVEL

1#

OPEN VERANDAH

>60.0m² (110.0) AREA LESS THAN 1 in 10 SLOPEAS DEDICATED PRIVATE OPEN SPACE FORORIGINAL RESIDENCE

ANIGOZANTHOS FLAVIDUS(TALL GREEN KANGAROO PAW)MATURE HEIGHT APPROX. 1.5m

CORREA ALBA(WHITE CORREA)MATURE HEIGHT APPROX. 2.0m

DIPLARRENA MORAEA(BUTTERFLY IRIS)MATURE HEIGHT APPROX. 1.0m

LOMANDRA LONGIFOLIA(TASMANIAN SAGG)MATURE HEIGHT APPROX. 1.0m

NOTE: IF SPECIFIED PLANTS ARE NOTAVAILABLE AT TIME OF PLANTING SIMILAR SIZEAND TYPE OF PLANTS SHOULD BE INSTALLED INLOCATIONS SHOWN.WHERE REQUIRED GARDEN BEDS TOHAVE AN IRRIGATION SYSTEM.IN-LINE DRIPPER TUBE @ 300crs. TOBE PROVIDEDGARDEN TAP (TYP.) LOCATIONS TO BECONFIRMED BY OWNER TYPICALLY 2-4 PERDWELLING.

LEPTOSPERMUM 'MANUKA'(TEA TREE)MATURE HEIGHT APPROX. 3.0m +

LANDSCAPING SCHEDULE

TYPICAL LANDSCAPED AREAS AS PER SCHEDULEUSING MIXTURE OF PLANTS SPECIFIED

ALL POS AREASTO BE GRASSED

PRIVATE OPEN SPACE AREA IN TOTAL(MIN. AREA OF 60.0m²)

PRIVATE OPEN SPACE AREA WITH MIN. WIDTHOF 4.0m AND MIN. AREA OF 24.0m²

SEALED DRIVEWAY WITH FALLS TO SUMPS ASREQUIRED FOR BUILDING APPLICATION(124.6m² AREA - 19% OF SITE)

BUILT UP LANDSCAPED AREAS AS PERSCHEDULE

GARDEN EDGEDETAIL. 1:20

100

MORTAR BED.

BRICK EDGING ORSIMILAR

15mm-20mm 'NO FINES'DECORATIVE STONE MULCHTO ALL GARDEN BEDS.

MARAX WEED MAT.

TOP SOIL.

GRAVEL OR SIMILAR ASREQUIRED BY SEALEDSURFACE.

DRIVEWAY

0.00 DENOTES SPOT LEVELS

DENOTES 1800h. FENCES

AREAS SCHEDULE;• UNITS IN TOTAL AREA - 265.8m²• SEALED SURFACES IN TOTAL AREA - 310.25m²• PENETRABLE SURFACES (GARDEN BEDS, LAWN) - 300.00m² (EQUALS 35% OF TOTAL LAND AREA)

6.0m² (3.0m x 2.0m.)STORAGE SHED

> 12.0m POS TO FIRST FLOOR

>60.0m² (128.0) AREA LESS THAN 1 in 10 SLOPEAS DEDICATED PRIVATE OPEN SPACE FORREAR UNIT

2#


BATTER SLOPE AS REQUIREDAND TO TABLE

LANDSCAPING SITE PLAN1:200

FENCE IS PROPOSEDSTRATA LINE

EXISTING DRIVE-WAY

POS >4.0m. WIDE (32.00m²

DA-17099

KITCHEN

LOUNGE

BEDROOM BEDROOM

BEDROOM

LIVING

ENSUITE

L'DRY

ENTRY

ENTRY

GRAVELLED CAR-PARKING AREA

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RELOCATIONOF DETENTION.

LOFFEL RESIDENCE.


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35.5

36

36

36.5

36.5

36.5

37

37

37

37.5

37.5

38

38.5

15.24

43.53

15.24

43.66

PROPOSEDUNIT


SITE PLAN1:200

FORMED RIGHT OF W

AY

DA-17099

100mm CONTOURS

2 x 7.0m. LONG x 600∅ Poly PIPES INSTALLED SIDE BY SIDE AT 1:100 GRADE WITH NOMINAL HORIZONTAL OFFSET TO ALLOW BACKFILL.ALL STORM-WATER FROM RESIDENCE TO PIPES AND THEN CONNECT TO OUTLET PIT WITH 31mm ORIFICE PLATE AND TRASH SCREEN.ALL AS PER HYDRODYNAMICA REPORT

100MM PVC LINETO TASWATER/LCC MAIN

THROUGH PIT, 31mm ORIFICE PLATE AND SCREEN

01/08/2017

35.9

35.8

35.7

35.6

35.4

I.L. OF 375 MAIN33.27C.L. OF MAIN32.89

F.L. 36.04

I.L. OF 375 MAIN33.01C.L. OF MAIN32.64

35.84

35.77

Ver

sion

: 1, V

ersi

on D

ate:

31/

10/2

017

Doc

umen

t Set

ID: 3

6599

28

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BATH

SHR

820

820

820

820820

SHR

820

820

HWC

820

820

1000

ROBELINEN

ROBE

KITCHEN

DINING

ALFRESCO

B1B2 BATHRM

GARAGE

RUMPUS/B3BATHRM

ENTRY

LOUNGE

STO

RAGE

4180

3080

10300

1500 8230

3500

5730

9800

1150 1050 800 6550

28202820

5695

600

2845

3710 2220 3710

380024003800

3145

900

600

1000

2415

9500

3285

5945

LOWER FLOOR PLAN1:100FLOOR AREA - 95.80m²

UPPER FLOOR PLAN1:100FLOOR AREA - 84.50m²DECK AREA - 12.90m²


600

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SCYON WEATHERBOARDSMATRIX PANEL

SELECT BRICK TO GROUND FLOORWALL AND COLUMNS

ALUMINIUM DOUBLE GLAZED WINDOWS


SOUTH ELEVATION1:100

NORTH ELEVATION1:100

WEST ELEVATION1:100

EAST ELEVATION1:100

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FORMED RIGHT OF W

AY

342

588

SITE CONTOUREAST TO WEST

NORTH TO SOUTH IS LEVEL

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0373/2017Ref. No: DA




44 Penquite Road

LAUNCESTON TAS 7250

M: 0431 208 450

E: [email protected]

ABN: 169 442 993 50

Page 1 of 4

MEMO 10 October 2017

Re: On Site Detention Construction at 1 Gee Street, South Launceston

According to the FIR from LCC to Wilkin Design it is necessary for onsite detention to be

provided to limit the rate of discharge to that of the predevelopment site for a 1:5 year storm

event of 1 hour duration with a storage volume of sufficient size to allow for the site to be

developed to a level of 85% impervious.

The Lot size is 663 m2, with impervious areas (roofs, driveways and footpaths totaling 371 m2)

the predevelopment impervious fraction is 55.96%.

This 5 year 1 hour ‘permissible flow’ is calculated as using the Rational Method as follows:

Boyd’s Formula has been used to determine the detention volume:

, where

The peak outflow has been set to 1.87 L/s as per the pre-development assessment above.

Smax = V1 (1 – Qp/Ip)

Smax = Maximum Volume of temporary Storage (m3)

V1 = Volume of inflow flood (m3)

Ip = Peak discharge of inflow hydrograph (m3/s)

Qp = Peak discharge of outflow hydrograph (m3/s)

Smax = Maximum Volume of temporary Storage (m3)

V1 = Volume of inflow flood (m3)

Ip = Peak discharge of inflow hydrograph (m3/s)

Qp = Peak discharge of outflow hydrograph (m3/s)



0373/2017Ref. No: DA




mailto:[email protected]

44 Penquite Road

LAUNCESTON TAS 7250

M: 0431 208 450


ABN: 169 442 993 50

Page 2 of 4

Figure 1. Boyd’s Formula hydrographs and storage diagram

Table 1. Boyd’s Formula inputs

The 10 year runoff coefficient (C10) is calculated using the AR&R formula C10 = 0.1+0.8f where

f is the fraction impervious 85% (required by TasWater).

Table 2. Boyd’s Formula storage calculations



0373/2017Ref. No: DA





44 Penquite Road

LAUNCESTON TAS 7250

M: 0431 208 450


ABN: 169 442 993 50

Page 3 of 4

Figure 2. Boyd’s Formula storage curve for 1:5 year storms of varying durations

It can be seen from Table 2 and Figure 2 that peak storage of 3.91 m3 occurs during the 20

minute storm event.

This volume can be achieved through the installation of 13.83m of DN600 polypropylene

pipe. Installed with 300mm cover in an area not subject to vehicular loading would with

900mm to invert would require the installation of a 31mm diameter orifice plate. Figure 3

below shows a discharge relationship for this arrangement with outflows peaking at 1.89 L/s.

The installation of a trash screen on the upstream side of the orifice plate is recommended to

prevent blockages of the small orifice.



0373/2017Ref. No: DA





44 Penquite Road

LAUNCESTON TAS 7250

M: 0431 208 450


ABN: 169 442 993 50

Page 4 of 4

Figure 3. Elevation/Discharge Relationship for a 31mm orifice plate with 900mm storage head

Cameron Oakley

CONSULTING ENGINEER

HYDRODYNAMICA

0

0.0005

0.001

0.0015

0.002

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

Dis

ch

arg

e(m

3/s

)

Elevation (m)

Elevation-Discharge Relationship



0373/2017Ref. No: DA



