2-6 BATHURST ROAD ORANGE 2800 · 2021. 6. 10. · B Ph 0479 166 556 Mob 0414 189 336 [email protected]...

FOR DANOT TO BE USED DURING CONSTRUCTION

Project Number Drawing Number Issue

Client

Issue Description Date Chk Int

Do not scale this drawing. The drawing shows design intent

only. All dimensions to be checked on site prior to construction or production. Construction details to be

confirmed by contractor/manufacturer. This is a computer

generated drawing. Do not amend by hand. Figure

dimensions are to be used. Contact architect for clarification if dimensions are not clear. All dimensions are in millimeters. All

discrepancies and omissions on site must be reported to the

architect for their comments or approval prior to commencing work.

Revisions General Notes Project

Location

Drawing

ScaleArchitectDrawing Notes

38 Willoughby Road Crows Nest NSW 2065 TEL: (02) 9490 9600 FAX: (02) 94381224

ABN 34 001 485 436

D2

1 : 1 @ A3

210163 DA000

GUZMAN Y GOMEZ ORANGE

2-6 BATHURST ROADORANGE 2800

COVER PAGE

GUZMAN Y GOMEZ

Sheet List

Sheet Number Sheet Name Current Revision

DA000 COVER PAGE D2

DA001 PERSPECTIVES D1

DA002 LOCALITY PLAN D1

DA010 OVERALL SITE PLAN D1

DA100 GROUND FLOOR PLAN D1

DA200 ELEVATIONS D1

DA201 ELEVATIONS D1

DA202 EXTERNAL FINISHES D1

DA800 SIGNAGE PLAN D1

DA801 SIGNAGE DETAILS D2

DA802 SIGNAGE DETAILS D1

ORANGE PROPOSED GUZMAN Y GOMEZ

2-6 BATHURST ROAD ORANGE 2800

DA ISSUE MAY 2021

1 PRELIMINARY ISSUE 12.05.2021 MW KG


D1 DA ISSUE 18.05.2021 MW KG


P2 DA ISSUE 17.05.2021 MW MW

B B B

C C C

E E E

G G G

P P P

S S S

SW SW SW

T T T

W W W

BORE LINE

COMMUNICATIONS LINE

LV UNDERGROUND POWER LINE

GAS LINE

OVERHEAD POWER LINE

SEWER LINE

STORMWATER LINE

TELSTRA LINE (PLOTTED FROM DBYD)

WATER LINE

PALLISADE FENCE

SERVICES PIT

OVERHEAD POWER POLEPP

WATER METER

LIGHT POLE

FIRE HYDRANT

THIS PLAN HAS BEEN PREPARED FROM A FIELD SURVEY, PREVIOUS COUNCIL AND OTHER RELEVANT AUTHORITY RECORDS FOR THE PURPOSE OF SHOWING DETAIL ON THE LAND AND SHOULD NOT BE USED FOR ANY OTHER PURPOSE.

VISIBLE SERVICES HAVE BEEN LOCATED ONLY.IF NOT ABLE TO BE SO LOCATED SERVICES HAVE BEEN PLOTTED FROM THE RECORDS OF RELEVANT AUTHORITIES WHERE AVAILABLE AND HAVE BEEN NOTED ACCORDINGLY ON THIS PLAN.

ALL UNDERGROUND SERVICES MUST BE LOCATED BY AN ACCREDITED LOCATOR BEFORE ANY EXCAVATION IS CONTEMPLATED.

PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITIES SHOULD BE CONTACTED FOR LOCATION OF FURTHER UNDERGROUND SERVICES AND DETAILED LOCATIONS OF ALL SERVICES.

HYD

STOP VALVESV

HV UNDERGROUND POWER LINE

RMS PITT

WM

SMH

10

44.7

20

10°4

7'50

"

4.89057°17'30" 4.95091°28'10"

37.315

133°13'40"

40.3

75

190°

44'5

0"

10.375301°19'35"

7.86

0

10°3

5'15

"

30.215280°47'45"

866.4

1

866.3

3866.3

3

866.1

5

866.1

186

5.97

865.9

1

865.9

7

865.9

1

865.9

2865.9

086

5.93

865.8

3

865.8

6

866.0

2

866.0

7

866.1

4

866.0

7

866.2

2

866.3

0

866.4

8

866.4

3

866.6

1

866.6

9

866.6

8

866.8

286

6.98

866.8

5 866.9

5

866.7

6

866.6

2

866.4

8

866.3

4

866.2

9

866.1

7

866.0

2

866.1

3

866.1

5

866.2

1

866.4

2

866.4

3

866.3

2

866.3

8

866.4

3

866.4

9

866.5

2

866.5

5

866.8

5

866.8

4

866.6

0

866.3

8

866.4

0

866.3

9

866.5

4

866.0

8866.1

0

866.0

8COMM

866.0

5

866.0

686

6.10

866.0

7

866.0

8

866.1

2

866.1

8

866.0

9

866.7

8

867.0

9

867.3

1

867.4

7

867.4

4

867.3

1

867.2

7

867.2

7

867.2

4

867.1

6

867.0

7

867.1

086

6.95

866.9

8

866.8

1

866.8

1

866.8

9

866.8

6

866.8

6

866.7

286

6.71

866.6

7

866.4

2

866.3

0

866.2

8

866.5

7

866.6

9

866.8

1

866.6

2

866.5

0

866.6

4

866.4

3

866.5

0

866.3

4

866.2

2

866.5

6

866.5

9

866.5

1

866.3

8

866.2

6

866.2

9

866.5

1

866.7

0

866.7

8

866.6

1

866.8

2

866.9

0

866.9

0

867.0

486

6.9886

6.94

866.6

0 Lid

866.4

8 Lid

866.1

6

866.1

7 Lid

866.2

7

866.2

7 Lid

866.4

5 Lid

866.9

086

6.74

866.5

8

866.4

6

866.3

2

866.5

2

866.7

7

866.8

5

866.9

5

867.0

4

867.2

4

867.2

5866.9

4

LOW CONC WALL ABT 300 HIGH

T

WW

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

P

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

WM

HYD

PP

PP

CC

SS

SS

SS

SS

SS

SS

SS

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

IO

S

S

S

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

865.7

2 Inv

866.0

Inv

866.5

866.75

866.25

866.5

866.75

867.0

866.0

866.75

SWSW

SWSW

SW

SWSW

SWSW

CC

CC

CC

CC

CC

CC

CC

CC

C

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

CC

C

C

CC C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

T

T

T

T

T

866.0

866.75

866.25

865.5

1 Inv

SW

SW

SW

SW

SW

SW

SWSW

SWSW

SW

865.2

2 Inv

SW Inv Unknown

PEDESTRIAN C

ROSSING

865.7

3 Inv

T

T

(SIG

N)

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW SW SW

300Ø

300Ø

300Ø

150Ø

150Ø

150Ø

867.

25

867.0

867.2

4

Door

T

E E

E

E

E

E

E

E

WW

WW

WW

WW

WW

WW

W

a

b

cNAIL

FD

866.9

1 Lid

864.2

6 Inv

RED PAVERS

RED PAVERS

RED PAVERS

BLACK PAVERS

SURVEY WAS UNDERTAKEN BY GNSS RECEIVER WITH CORS CORRECTION. CO-ORDINATES WERE ADJUSTED BY 7-STEP PROCESS USING 5 NEARBY SCIMS MARKS. HEIGHTS ARE TAKEN FROM SSM7588. DRAWING CO-ORDINATES ARE SCALED TO GROUND ABOUT "NAIL FD"

(ORIGIN)

SURVEY CONTROL CO-ORDINATES TABLE - MGA2020

NAME EASTING NORTHING RL (AHD) DESC

7588 695 982.601 6 315 216.098 863.252 SSM

8978 695 171.495 6 315 035.339 867.711 PM

CO-ORDINATES HAVE BEEN SCALED TO GROUND BY CSF 0.999932 Dwg No: 21014-1

D. A. BrooksRegistered Surveyor

CLIE

NT

1:250 A2

Spectrum Retail Group

Level 9, 16 O'Connell Street

Sydney NSW 2000

Scale

30 Cave Gully RoadNapoleon Reef NSW 2795

Bathurst Survey & Civil Design

Sheet 1 of 1

JOB

Ph 0479 166 556 Mob 0414 189 [email protected]

Detail Survey

Lot 10 in DP1069827, 2-6 Bathurst Road

Orange NSW 2800

This plan has been prepared by Bathurst Survey & Civil Design for Spectrum Retail Group. This survey

was completed on 16 February 2021.

BOUNDARY DIMENSIONS ARE TAKEN FROM DP1069827

ANY DISCREPANCIES OR QUESTIONS SHALL BE DIRECTED TO BATHURST SURVEY & CIVIL

DESIGN IMMEDIATELY BEFORE ANY CONSTRUCTION IS COMMENCED

MGA

Overhead Light

Traffic Light

UNDERGROUND POWER PLOTTED FROM DBYD

UNDERGROUND COMMSPLOTTED FROM DBYD

2-6 BATHURST ROADCAR SHOWROOM

SEWER PLOTTED FROM COUNCIL RECORDS

COMMS PLOTTED FROM DBYD

WATER PLOTTED FROM COUNCIL RECORDS

SEWER PLOTTED FROM COUNCIL RECORDS

STORMWATER PLOTTED FROM COUNCIL RECORDS

732/DP803342

"HUNGRY JACKS"721/DP791552

"WIN TELEVISION"a RIGHT OF CARRIAGEWAY 3.05 WIDE (Q43186)b RIGHT OF WAY 3.05 WIDE NO 118 BK. 3260c RIGHT OF WAY 3.05 WIDE NO. 41 BK. 2605

BATHURST ROAD

EN

DSLEIG

H AVEN

UE

SHADING IS HOTMIX SURFACEALL OTHER SURFACES ARE CONCRETE (UNO)

OVERHEAD POWERLINES

CO

NC

ISLA

ND

LAY

BA

CK

LAY

BA

CK

LAY

BA

CK

WATER PLOTTED FROM COUNCIL RECORDS

LINE MARKING

PEDESTRIANCROSSING

RIGHT TURN LANE

SHEET 1, 2/26/21 11:51 AM



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 1 @ A3

210163 DA001



PERSPECTIVES

GUZMAN Y GOMEZ

PERSPECTIVE 01 PERSPECTIVE 02

PERSPECTIVE 03 PERSPECTIVE 04





BATH

UR

ST R

D

ENDSLEIGH AVE

GUZMAN Y

GOMEZ



Client










Location

Drawing

ScaleArchitectDrawing Notes North


ABN 34 001 485 436

D1

1 : 500 @ A3

210163 DA002



LOCALITY PLAN

GUZMAN Y GOMEZ

1 : 500DA200LOCALITY PLAN1





1 3

188 m²

GFA-GUZMAN Y GOMEZ

2

B

2600

54

00

67

00

54

00

3300 1475 4000

3100

2600

2600 2600 2400 2400

31

10

1400

A

10

00

01

000

01

000

01

000

0

C

D

E

10000 10000 10000 10000

4 5

5400



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 250 @ A3

210163 DA010



OVERALL SITE PLAN

GUZMAN Y GOMEZ

AREA SCHEDULE

NAME AREA

GFA-GUZMAN Y GOMEZ 188 m²

PARKING SCHEDULE

COMMENTS COUNT

ACCESSIBLE 1

STANDARD 11





DRIVE THRU STACK

DRIVE THRU 1 STACK 10

NOTES

1. SITE AREA = 1729.017 SQ.M.

2. DINING ROOM SEATING CAPACITY = TOTAL 39 SEATS.8 EXTERNAL SEATS

31 INTERNAL SEATS

1 X 2600 X 5400 WAITING BAY

DA200

DA2011

DA201

DA200 2

2

1

188 m²

GYG

GFA:



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 100 @ A3

210163 DA100



GROUND FLOOR PLAN

GUZMAN Y GOMEZ





Ground FloorRL 886.800

3

ROOFRL 892.200

TOP TOWERRL 894.800

PC

03

GR

01

PC

03

MWC

04

PT

06

BR

01

PC

03

MWC

04

PT

03

4 5

SG13SG11

SG3b

SG2d


ROOFRL 892.200

TOP TOWERRL 894.800

B

PT

06

PC

03

PC

03

PT

06

PC

03

A C

SG12

SG3a

SG5

SG6SG6

SG5

SG11



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 100 @ A3

210163 DA200



ELEVATIONS

GUZMAN Y GOMEZ

1 : 100DA100ELEVATION 011







ROOFRL 892.200

TOP TOWERRL 894.800

B

PT

06

PC

03

GR

01

PC

03

WMS

01

BR

01

AC

TIM

01

ME

01

SG13NON ILLUMINATED GRAPHIC

1659

1256

1023


3

ROOFRL 892.200

TOP TOWERRL 894.800

2

PT

06

PC

03

MWC

04

MFC

01

GR

01

PC

03

PC

03

45

SG13

SG3bSG3a

SG11

NON ILLUMINATED GRAPHIC

4060

5303



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 100 @ A3

210163 DA201



ELEVATIONS

GUZMAN Y GOMEZ









Client










Location

Drawing



ABN 34 001 485 436

D1

@ A3

210163 DA202



EXTERNAL FINISHES

GUZMAN Y GOMEZ

GYG EXTERNAL FINISHES SCHEDULE1

CODE No. AREA DESCRIPTION MANUFACTURER COLOUR IMAGE

PC 03 CORRAL BATTENS &ALUMINIUM FRAMES

POWDER COAT FINISH DULUX BLACK SATIN (NIGHTSKY)19268

PT 03 GYG MAIN BUILDINGWALLS

PAINT FINISH. DULUX MONUMENT

PT 06 GYG DRIVETHRUWALLS

PAINT FINISH. DULUX SULPHUR- BRIGHTYELLOW

TIM 01 GYG DRIVE THRUPLANTER

TIMBER LOOKCLADDING.

T.B.C NATURAL WOOD

GYG EXTERNAL FINISHES SCHEDULE1

CODE No. AREA DESCRIPTION MANUFACTURER COLOUR IMAGE

AN 01 ALUMINIUMWINDOWS & DOORFRAMES

PREFABRICATEDALUMINIUM FRAMING

CAPRAL NATURAL FINISH CLEARANODISED

BR 01 GARDEN BEDS SANDSTOCK BRICKS PGH

FC 01 GYG MAIN BUILDINGWALLS

PAINTED FINISH.CLADDING SYSTEM"EXOTEC FACADEPANELLING"

JAMES HARDIE EXOTEC

GR 01 GYG DRIVETHRUWINDOW

PORTERS PAINT "GYGYELLOW" . LOW SHEENEXTERIOR ACRYLICGRAPHIC STENCIL

DULUX SULPHUR- BRIGHTYELLOW

ME 01 GYG DRIVE THRUPLANTER

METAL MESH POWDERCOATED BLACK

T.B.C BLACK

MFC 01 FLASHING COLORBONDPREFINISHED METALFLASHING / CAPPING

COLORBOND NIGHTSKY

MWC 04 BLADE WALL KNOTWOOD (TIMBERLOOK ALUMINUM)CLADDING SYSTEMUSING 200mmCLADDING PROFILE INLIGHT OAK (COLOUR)

KNOTWOOD BLACK ASH





3

3

2

2

BB

SG13

SG13SG11

SG11

SG2b

SG2a

SG2d

SG12

SG2c

SG3a

SG1

SG3b

SG4

SG6

SG5

SG6

SG5

SG7

SG9

SG10

AA

CC

DD

EE

4

4

5

5

SG13

SG8

SG10



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 250 @ A3

210163 DA800



SIGNAGE PLAN

GUZMAN Y GOMEZ

SIGNAGE SCHEDULE

Mark Comments Count Illuminated_YN

SG1 GYG PYLON SIGN 1 YesSG2a DIRECTIONAL SIGN - "THANK YOU" 1 YesSG2b DIRECTIONAL SIGN - "DRIVE THRU" 1 YesSG2c DIRECTIONAL SIGN - "NO ENTRY" 1 YesSG2d DIRECTIONAL SIGN - "ANY LANE ANY TIME" 1 YesSG3a GANTRY CLEARANCE 1 YesSG3b RETRACTABLE HEIGHT CLEARANCE GANTRY. 1 YesSG4 DISABLE PARKING 1 NoSG5 SINGLE DIGITAL PRE-SELL MENUBOARD 2 YesSG6 DOUBLE DIGITAL MENUBOARD 2 YesSG7 STOP SIGN 1 NoSG8 REGULATORY SIGN - END OF SHARED ZONE 1 NoSG9 REGULATORY SIGN - SHARED ZONE 1 NoSG10 NO PEDESTRIAN ACCESS SIGN 2 NoSG11 1.7m DIA WALL SIGN - GYG LOGO 2 YesSG12 2m DIA WALL SIGN - GYG LOGO 1 YesSG13 5m WALL SIGN "GUZMAN Y GOMEZ" & "MEXICAN

TAQUERIA" LETTERING (BLACK)3 Yes

SG14 PEDESTRIAN WARNING SIGN "LOOK LEFT & RIGHT" 2 No





SG1

TYP GYG 12M DIGITAL PYLON SIGNSG2

DIRECTIONAL TOTEM SIGN

57

00

18

00

20

01

100

20

03

000

2400

3000

1100

3M DIAMETER INTERNALLYILLUMINATED LOGO SIGNBOX

1100X1100 INTERNALLYILLUMINATED LOGO SIGNBOX

6 X 900X800 DIGITAL SIGNBOXMODULES - TOTAL SIZE 2400X1800

700 YELLOW CIRCULARGUZMAN Y GOMEZLOGO

YELLOW LETTERS ANDSYMBOLS ON BLACKCABINET FACE.TYPICAL

23

00

ALTERNATIVE WORDING"DRIVE THRU"

"WELCOME"

"NO ENTRY"

"THANK YOU"

"WAITING BAY"

"ANY LANE ANY TIME"

32

00

2400

SIGNAGE CONTRACTOR TO CHECKMINIMUM HEIGHT CLEARANCE ALONG THEDRIVE THRU LANE, INCLUDING CODAWNING AND BOOTH CANOPIES. SET THECLEARANCE BAR 100mm (NOM.) BELOWTHIS LEVEL AND CLEARANCE HEIGHTLETTERING NOMINATED ACCORDINGLY.

SG3a

a- GANTRY CLEARANCE b- ROTATABLE HEIGHT CLEARANCE GANTRY.

25

0

SG5

SINGLE DIGITAL MENUBOARD

18

55

690190

SINGLE SCREEN

BLACK CABINETAND BASETYPICAL.

18

35

1305

DOUBLE SCREEN

98

0

5000

SG6

DOUBLE DIGITAL MENUBOARD

SG11

1.7m DIA WALL SIGN - GYG LOGO

17

00

20

00

SG12

2m DIA WALL SIGN - GYG LOGO

SG13

5m WALL SIGN "GUZMAN Y GOMEZ" & "MEXICAN TAQUERIA" LETTERING (BLACK)

12

00

0

SG3b



Client










Location

Drawing



ABN 34 001 485 436

D2

1 : 50 @ A3

210163 DA801



SIGNAGE DETAILS

GUZMAN Y GOMEZ






45

0

225

60

0

450

60

0

600

75

0

450

SG10

NO PEDESTRIAN ACCESS SIGN

SG4

DISABLE PARKING

SG8

REGULATORY SIGN -

END OF SHARED ZONE

SG7

STOP SIGN

SG9

SHARED ZONE

450

75

0

45

0

300

SG14

PEDESTRIAN WARNING SIGN

"LOOK LEFT & RIGHT"



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 10 @ A3

210163 DA802



SIGNAGE DETAILS

GUZMAN Y GOMEZ




Endsleigh Avenue

Bath

urst

RoadGuzman Y Gomez

Cover Sheet

000 B

Issue CheckDrawnRevision Description Date

LEGEND

© 2021 Site Image (NSW) Pty Ltd ABN 44 801 262 380 as agent for SiteImage NSW Partnership. All rights reserved. This drawing is copyright andshall not be reproduced or copied in any form or by any means (graphic,electronic or mechanical including photocopy) without the written permissionof Site Image (NSW) Pty Ltd Any license, expressed or implied, to use thisdocument for any purpose what so ever is restricted to the terms of thewritten agreement between Site Image (NSW) Pty Ltd and the instructingparty.

The contractor shall check and verify all work on site (including work byothers) before commencing the landscape installation. Any discrepancies areto be reported to the Project Manager or Landscape Architect prior tocommencing work. Do not scale this drawing. Any required dimensions notshown shall be referred to the Landscape Architect for confirmation.

Key Plan:

Project:

Client:

Drawing Name:

Scale:

Issue:Drawing Number:

A1

Job Number:

Level 1, 3-5 Baptist StreetRedfern NSW 2016Australia

Tel: (61 2) 8332 5600Fax: (61 2) 9698 2877www.siteimage.com.au

Site Image (NSW) Pty LtdABN 44 801 262 380

S I T E I M A G E

Landscape Architects

Development ApplicationA NMNN 14.05.2021

Guzman Y Gomez Orange

2-6 Bathurst Road Orange 2800

DEVELOPMENT APPLICATION

SS21-4708NOT FOR CONSTRUCTION

Development ApplicationB NMKP 18.05.2021

Guzman Y GomezLandscape Development Application2-6 Bathurst Road Orange, 2800

Drawing Schedule

Drawing Number Drawing Title Scale000 Landscape Coversheet N/A000 Landscape Plan 1:100000 Landscape Details As Shown

Site PlanScale 1:200

Endsleigh Avenue

Bath

urst

Road

Guzman Y Gomez

25 PfR230 Tj18 LT10 Bs

17 Gt

6 EPP

18 Gg

6 HI

15 Gt

6 Bs

18 Gg

9 EPP

24 LT

10 Bs

27 Gt

5 CA

1 Fr

1 PC

1 Fr

7 HI

6 Bs

16 PfR 9 EPP

12 EPP

6 Bs

5 CA

19 Gg

7 Bs

4 HI

9 Mp

4 Bs

6 EPP

9 Gg

11 Bs

8 Gt

5 CA

7 EPP 7 CA 7 EPP 7 CA 8 EPP

16 Tj

5 CA

1 PC

9 Gt

4 CA

16 Mp

7 EPP

14 HI

1 PC

1 PC

1 PC

Boundary

Proposed Trees(Refer Schedule and Detail)

Shrubs and Accents(Refer Schedule and Detail)

Grasses and Groundcovers(Refer Schedule and Detail)

Turf(Refer Detail)

Garden Edging(Refer Detail)

Landscape Plan

101 B


LEGEND



Key Plan:

Project:

Client:

Drawing Name:

Scale:


A1

Job Number:




S I T E I M A G E








0 1 2 3 4 5m1:100 @ A1

100

300

300

belo

w ro

otba

llNote:Install root barrier as required.Refer specification.

1:10

Detail 75-200L Tree Planting on Grade

Tree planting as plan& schedule

Hession ties abovelowest limb toprevent slipping

Hardwood timberstakes. refer tospecification for no.& size drive securelyinto ground andavoid root ball

Mulch as specified

Fertiliser as specified

Topsoil mix type A

Topsoil mix type BRefer specification

Rip subgrade

75

7530

010

0Va

ries

1:10

Detail Shrub Accent & Groundcover Planting on Grade

Shrub, accent &groundcover plantingrefer plan & schedule

Mulch as specified

FertiliserRefer specification

Soil mix type A

Soil mix type B

Rip subgrade to100mm

Landscape Details

501 B


LEGEND



Key Plan:

Project:

Client:

Drawing Name:

Scale:


A1

Job Number:




S I T E I M A G E








GENERAL NOTES

ReferencesAll plans and details included in the project documents shall be read inconjunction with this specification. All structural and civil workscomponents of the landscape design shall be referenced to engineers'details and specifications. Read this specification in conjunction withthe plant and materials schedule on this drawing. If in doubt about anydetail or if conflicts are found in the documents, seek advice.

Workmanship and MaterialsThe whole of the landscape works shall be carried out by a competent,trained and qualified landscape contractor who is experienced inhorticultural practices, landscape construction and planting techniques.The landscape contractor shall hold a current Building ContractorsLicense and/or be a financial member of LNA Landscape AssociationNSW & ACT or equivalent organisations in other states.

EXISTING TREES

Trees to be Retained and ProtectedIdentify and mark trees and shrubs to be retained using a suitablenon-injurious, easily visible and removable means of identification.Protect from damage the trees and shrubs to be retained, includingthose beyond the site area, both above and below the ground. If a treebecomes damaged during the works or it is proposed to perform workon a tree, give written notice immediately and obtain instructions.

Work near TreesKeep the area of the drip-line free from construction material anddebris. Do not place bulk materials and harmful materials under or neartrees. Do not place spoil from excavations against tree trunks. Preventwind-blown materials such as cement from harming trees and plants.Do not remove topsoil from, or add topsoil to, the area within thedrip-line of trees.

EARTHWORKS

Excavation, Trimming and FillingExcept as otherwise note in the contract, bulk excavation is excludedfrom the landscape works. Trim and fill the excavated ground surfacesto achieve design levels to accommodate finish materials as detailed.Compact the finished surface as required for the finished groundtreatment.

Sub-soil DrainageKeep the excavated works drained and free of standing water. Allow tosupply and install sub-soil drainage pipes as required for the newworks to ensure that all gardens are well drained. Connect the sub-soildrainage pipes to the nearest downstream stormwater pits. Includepipe filter socks.

Garden Walls, Fences, Steps, TGSI and EdgingConstruct garden walls as shown on plan, as detailed and of thematerial scheduled. Provide footings, step nosings, tactile surfaces tocomply with standards and applicable legislation.

Continuous, Unit and Loose PavementInstall the scheduled material pavement to the locations shown on plan.Ensure that all subgrade/subsurface works are complete prior tocommencing paving. Confer with the engineer to ensure the structuralintegrity of the installation.

SOFTWORKS

Soil TestingUndertake at least two (2) soil tests, in locations as advised by ProjectManager, and provide results and recommendations for theimprovement of plant growth and to adjust the soil to achieveappropriate planting medium (including pit levels) for successful plantgrowth.

SubsoilExcavate all garden beds to bring the subsoil to at least 300mm belowfinished design levels. Shape the subsoil to fall to subsoil drains whereapplicable. Do not excavate within the drip line of trees to be retained.Excavate all turf areas to bring the subsoil to at least 100mm belowfinished design levels. Shape the subsoil to fall to subsoil drains whereapplicable. Do not excavate within the drip line of trees to be retained.Cultivate the subsoil to a further depth of 100mm. Remove stonesexceeding 25mm, clods of earth exceeding 50mm, and weeds, rubbishor other deleterious material brought to the surface during cultivation.Do not disturb services or tree roots, if necessary cultivate these areasby hand. During cultivation, thoroughly mix in materials required to beincorporated into the subsoil, as recommended in the soil testingresults and to manufacturer's recommendations. Trim the surface todesign levels after cultivation.

TopsoilImport topsoil for the garden and turf areas, unless the topsoil can beprovided from material recovered from the site, as recommended in thesoil testing results. Spread the topsoil on the prepared subsoil andgrade evenly, compact lightly and uniformly in 150mm layers. Avoiddifferential subsidence and excess compaction and produce a finishedtopsoil surface which has the following characteristics:· Finished to design levels, allowing for mulch or turf, which is to finish

flush with adjoining hard surfaces such as paths and edge;· Smooth and free from stones or lumps of soil;· Graded to drain freely, without ponding, to catchment points;· Graded evenly to adjoining surfaces; and· Ready for planting.

CompostProvide, in accordance with AS 4454, well rotted vegetative material oranimal manure, free from harmful chemicals, grass and weed growth.

FertiliserProvide proprietary fertilisers, delivered to the site in sealed bagsmarked to show manufacturer or vendor, weight, fertiliser type, N:P:Kratio, recommended uses and application rates.

PlantsSupply plants in accordance with the landscape drawings andschedules, which have the following characteristics:· Large healthy root systems, with no evidence of root curl, restriction

or damage;· Vigorous, well established, free from disease and pests, of good

form consistent with the species or variety;· Hardened off, not soft or forced, and suitable for planting in the

natural climatic conditions prevailing at the site, and in particularshade conditions;

· Grown in final containers for not less than twelve weeks;· Trees, unless required to be multi-stemmed, shall have a single

leading shoot; and· Containers shall be free from weeds and of appropriate size in

relation to their container.

Plant InstallationFollowing excavation of the planting hole place and spread 15gms ofwetting agent pre-mixed with one (1) litre of water. Place the plantcorrectly orientated to north or for best presentation. Backfill theplanting holes with specified topsoil mixture. Lightly tamp and water toeliminate air pockets. Ensure the topsoil is not placed over the top ofthe rootball. Keep the plant stem at the same height above the groundas it was above the soil in the container. Apply fertiliser, asrecommended in the soil testing results or in accordance with themanufacturer's recommendations around the plants in the soil at thetime of planting.

Embankment StabilisationWhere necessary to prevent soil erosion or soil movement, stabiliseembankments. As a minimum this should be on slopes >1:3. Stabiliseembankments using biodegradable fibre reinforced with heavy weightpolymer mesh. Lay mesh from top to bottom of slope. Install inaccordance with manufacturer's specification, including 300 x 300 mmanchor trenches at top and bottom, backfilled with soil over the meshand compacted, and U-shaped galvanised steel pegs at 1000 mmcentres and 250mm centres at edge overlaps. Plant after matting isinstalled.

Root BarrierSupply and install root control barriers to all new tree plantingsadjacent to walls, paths and all trunk service trenches, where theirproximity poses a threat to the stability of the infrastructure. Install inaccordance with manufacturer's recommendations.

MulchMulch shall be approved recycled wood fibre or pine bark mulch. Placemulch in all garden beds to a depth of 75mm, after all specified plantsare installed. Keep mulch clear of all plant stems and rake to an evensurface flush with the surrounding surfaces evenly graded betweendesign surface levels. Over fill to allow mulch to settle to the specifieddepth.

Stakes and TiesStakes shall be durable hardwood, straight, free of knots and twists,pointed at one end, in the following quantities and sizes for each of thevarious plant pot sizes:· Plants (>25 lt): 1 off 38 x 38 x 1200mm;· Semi-advanced plants (>75 lt): 2 off 50x50x 1800mm;· Advanced (>100 lt): 3 off 50 x 50 x 2400mm..IRRIGATION

All proposed landscape areas shall be irrigated.

The irrigation system shall be an automatic fixed drip system, with anirrigation controller self operated via a soil moisture sensor. The systemshall be compatible to the type of plant material and rates of waterrequired. Where appropriate adjustable and fully serviceable. Thelayout of the entire irrigation is to ensure that each individual plantreceives the required amount of water to maintain healthy and vigorousgrowth. The irrigation system shall be such that, component theft,vandalism, over-spray and wetting of paths shall be reduced to aminimum or completely eliminated by the use of drip, pop-up sprinklersand judiciously placed fixed spray emitters. Do not use fine mist typeemitters that provide a drifting mist that may wet paths and thebuildings.

LANDSCAPE MAINTENANCE

The Landscape Contractor shall rectify defects during installation andthat become apparent in the works under normal use for the duration ofthe contract Defects Liability Period. The Landscape Contractor shallmaintain the contract areas by the implementation of industry acceptedhorticultural practices for 52 weeks. The landscape maintenance worksshall include, but not be limited to, the following:· Replacing failed plants;· Pruning;· Insect and pest control;· Fertilising;· Stakes and ties;· Maintaining mulch;· Mowing and top dressing;· Irrigation and watering;· Erosion control; and· Weeding and rubbish removal.

Maintenance Log BookImplement and keep a maintenance log book recording when and whatmaintenance work has been undertaken and what materials, actionsand decisions have been used, implemented and concluded to keepthe landscape always looking its best.

Maintenance ActivitiesSchedule the following activities to occur on a timely basis.

· Plant replacement - Replace plants that have failed to mature,die or are damaged. Replacement plants shall be in a similar size andquality and identical species or variety to the plant that has failed.Replacement of plants shall be at the cost of the landscape contractorunless advised otherwise. If the cause of the failure is due to acontrollable situation then correct the situation prior to replacingplants.· Pruning - Prune dead wood, broken limbs, dead or infectedfoliage and as needed to develop strong, healthy plants to achieve theshape and form expected of the plant type.· Insect and pest control - Avoid spraying:

o if ever possible;o in wet weather or if wet weather is imminent;o if target plants are still wet after rain;o in windy weather; ando if non-target species are too close.Immediately report to the Project Manager any evidence of intensiveweed infestation, insect attack or disease amongst plant material.Submit all proposals to apply chemicals and obtain approval beforestarting this work. When approved, spray with herbicide, insecticide,fungicide as appropriate in accordance with the manufacturers'recommendations. Record in the logbook all relevant details ofspraying activities including:o Product brand / manufacturer's name,o Chemical / product name,o Chemical contents,o Application quantity and rate,o Date of application and location,o Results of application, ando Use approval authority.· Fertilising - Fertilise gardens with a proprietary slow releasefertiliser applied in accordance with the manufacturer's directions andrecommendations. Record in the logbook all relevant details offertilising including:o Product brand / manufacturer's name,o Fertiliser / product name,o Application quantity and rate, ando Date of application and location.· Stakes and ties - Adjust and replace as required to ensureplants remain correctly staked. Remove those not required at the endof the planting establishment period (Defects Liability Period).· Maintaining mulch - Maintain the surface in a clean, tidy andweed free condition and reinstate the mulch as necessary to ensurecorrect depth as specified.· Mowing and top dressing - Mow the turf to maintain a grassheight of between 30-50mm. Do not remove more than one third ofthe grass height at any one time. Remove grass clippings from the siteafter each mowing. Top dress to a maximum of 10mm to filldepressions and hollows in the surface.· Irrigation and watering - Maintain the irrigation system to surethat each individual plant receives the required amount of water tomaintain healthy and vigorous growth, adjust and rectify as required.Provide additional watering, if necessary.· Erosion control - Where necessary, maintain the erosioncontrol devices in a tidy and weed free condition and reinstate asnecessary to ensure control measures are effective where deemednecessary.· Weeding and rubbish removal - During the plant establishmentperiod remove by hand, rubbish and weed growth that may occur orre-occur throughout all planted, mulched and paved areas. Thecontractor shall target weeds that are capable of producing a majorinfestation of unwanted plants by seed distribution. Wheneverpossible, time weed removal to precede flowering and seed set.

SPECIFICATION

Maintenance ProgramActivity Frequency Action

D W 2W 3W M 3M 6M

1 Logbook + + + Complete a logbook entry every day at site and at least every twoweeks. All actions listed below require a logbook entry. Uponrequest, make the logbook available for inspection. Submit copies ofnew entries in the logbook to the Contract Administrator on a monthlybasis. Please note that more frequent, short, occasional inspectionshould result in less maintenance work when problems are observedearlier than they might otherwise have been seen.

2 Plant Replacement + + Inspect and replace failed plants within 2 weeks of observation offailure. Match species, size (original) and location of new with old.

3 Mulch + + Inspect and replace mulch deficiencies within 2 weeks ofobservation. Prior to placing new mulch aerate the soil by forkturning to a depth of at least 100mm, roughly level the soil and thenplace mulch. Do not disturb major plant roots while aerating soil.

4 Erosion Control + Inspect every two weeks and repair ground, soil and mulchimmediately. Maintain erosion control device as necessary.

5 Stakes and ties + Inspect every two weeks, adjust and/or replace as necessary butremove as plants mature and are able to support themselves.

6 Weed and Rubbish removal + Inspect and remove immediately upon observation. Leave no wasteon site. Dispose of waste material at a designated waste disposalsite

7 Pruning + Inspect every 2 weeks and prune as necessary to remove deadwood, improve plant shape and promote healthy vigorous newgrowth.

8 Spraying + Inspect every 2 weeks and action as necessary. Do not spray ifother non-chemical methods will satisfy the need to remove insects.Spray for disease control only when absolutely necessary.

9 Urgent Works + Complete within 1 week (7 days) of notification. Inspect and cleardrains.

10 Planting and fertilising + + Inspect every 2 weeks and remove spent flowers and dead stalks asthey become apparent. Fertilise gardens every 3 months or otherfrequency in accordance with fertiliser manufacturer’s directions.

11 Watering + + Water when and where necessary every day at site and at leastevery 2 weeks generally. Do not allow soil and plants to dehydrate.Allow for prolonged rain, windy and dry periods. Water in the earlymorning or late afternoon to avoid excessive evaporation during theheat of the day.

12 Mowing, top dressing and edging + + + Summer fortnightly. Winter monthly. Top-dress 6 monthly.

As Shown

T

T

866.25300∅

866.41

866.33

866.33

866.15

866.11

865.97

865.91

865.97

865.86

866.02

866.07866.14866.07

866.22

866.30

866.48866.43866.61

866.69866.68

866.82

866.98

866.85

866.95

866.62866.48

866.34866.29 866.17

866.02

866.13866.15

866.21866.42866.43

866.32

866.38866.43866.49

866.52866.55

866.85866.84

866.60

866.38

866.40

866.39

866.54

866.08

866.10866.08

COMM866.05866.06

866.10

866.07

866.08

866.12

866.18

866.09866.78

867.44867.31

867.24 867.16

867.07

866.30

866.28

866.57

LOW

CO

NC

WA

LL AB

T 3

00 HIG

H

SW

Inv Unknow

n

PEDESTRIAN CROSSINGNAIL FD

10°47'50"

133°13'40"

190°44'50"

301°19'35"

10°35'15"

280°47'45"

44.720

37.315

40.375

867.3

867.2

867.1

86

7.0

866

.9

866.8

866.7

866.6

866.5

866

.4

867

866.9

866.6

866.

5

866.6

866.5

866.6

866.

4

GUZMAN Y

GOMEZ

FFL= 866.8

1:5

866.71.1

A

BC

E

D

1.2

1.3

2.1

3.1

BATTER

866.3

866.6

866.4

+86

6.6

5

+866.65

NOTE 4

866.5

EXISTING CROSSOVER TO REMAIN REDUNDANT CROSSOVERS TO BE REMOVED

NEW TRENCH GRATE

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR SITE LAYOUT2. REFER DRAWING C110 FOR LINE SCHEDULE3. CAST IN VEHICLE DETECTOR LOOP TO BE TIED TO TOP SIDE OF STEEL REINFORCING FABRIC. MAINTAIN CONCRETE COVER TO DETECTOR LOOP IN ACCORDANCE WITH PAVEMENT DETAILS (REFER DWG C500).4. FALLS IN DDA SPACE AND SHARED AREAS SHALL NOT EXCEED 1:40 IN ANY DIRECTION5. ENSURE CROSS FALL ON FOOTPATHS AND PEDESTRIAN ACCESS IS BETWEEN 1:50 AND 1:80 FALLS IN DIRECTION OF TRAVEL SHALL BE AS SHOWN AND LESS THAN 1:206. FALLS GENERALLY SHALL NOT EXCEED 1:207. ALL GRATES SHALL HAVE BOLT FIXINGS.



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 250 @ A3

210163 C101



DRAINAGE PLAN

GUZMAN Y GOMEZ


P1 PRELIMINARY ISSUE 14.05.2021 MW GK


LINE SCHEDULE PIT SCHEDULE

A INLET PIT 600x600 866.85 866.2 HEAVY DUTY GRATE 1.1 865.7 225 UPVC 28 865.56

1.2 866.55 UPVC 8 866.50 B INLET PIT 866.35 865.7

C INLET PIT 866.45 866.551.3 865.60 UPVC 27 865.46

2.1 865.2 300 UPVC D INLET PIT 866.25 865.6

E JUNCTION 866.2 865.22 NEW CONCRETE LID

TAG UPSTREAM

INVERT

MATERIALSIZE DOWNSTREAM

(ACTUAL)

LENGTH GRADE

INVERT

TYPETAG SIZE RL TOP INVERT COVER

225

225

600x600

600x600

600x600

600x600

HEAVY DUTY GRATE

HEAVY DUTY GRATE

HEAVY DUTY GRATE

STORMWATER RUNOFF CALCULATIONS

5100 = 154 MM/HR FOR 20 YEAR RETURN PERIOD 5 MINUTE DURATION STORMI

USING FORMULA Q

= RAINFALL INTENSITY IN MILLIMETRES PER HOUR

= CATCHMENT AREA IN SQ.M.

= DISCHARGE IN LITRES PER SECOND

= 0.00028 CAI

I

A

C

WHERE Q

= A RUNOFF COEFFICIENT (SEE TABLE)

(MIN)

GRADE

MINIMUM PIPE REQUIREMENT

C=0.65

L'SCAPE

C=0.95

PAVE'TROOF PAVE'T L'SCAPE

(L/S)

CAPACITY

(MM)

SIZE

C=1.0

ROOF

LINE

CATCHMENT (L/S)

FLOW INTO LINE FROM

(L/S)

FLOW

LINE

(OVERLAND FLOWS)

CATCHMENT AREA (SQM)

1 190

2

3

4

---

40

---

380

60

520

---

80

40

20

60

8.2

---

1.7

---

15.6

2.5

21.3

---

2.0

1.0

0.5

1.5

25.8

29.3

23.5

53.3

225

225

225

300

1:200

1:200

1:200

1:200

46

46

46

100



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 1 @ A3

210163 C110



DRAINAGE SCHEDULES

GUZMAN Y GOMEZ

1. PIT E AND LINE 3.1 ARE EXISTING STORMWATER CONNECTIONS TO BE CONFIRMED ON SITE

2. ALL UNSCHEDULED LINES SHALL BE 150 DIA UPVC AT 1:100(MIN) GRADE




1 32

BGUZMAN Y

GOMEZ

FFL= 866.8

1:5

NOTE 3(TYP)

NOTE 3(TYP)

NOTE 3(TYP)

NOTE 3(TYP)

NOTE 3(TYP)

A

C

D

E

4 5

NOTE 2(TYP)

MATERIAL STOCKPILE

TEMPORARY CONSTRUCTION EXIT

1. BUILDER IS RESPONSIBLE FOR ESTABLISHING

AND MAINTAINING EROSION AND SEDIMENT

CONTROL MEASURES. ALL MEASURES SHALL BE

INSPECTED EACH WORKING DAY AND MAINTAINED

AS REQUIRED.

BUILDER SHALL ENGAGE AN APPROPRIATELY

EXPERIENCED PROFESSIONAL TO UPDATE E & SC

PLAN TO SUIT CONSTRUCTION STAGING AND

REQUIREMENTS IN ACCORDANCE WITH DA

CONDITION AND COUNCIL REQUIREMENTS.

2. BUILDER SHALL PROVIDE SEDIMENT FENCING

MATERIAL DURING CONSTRUCTION TO THE LOW SIDE

BOUNDARIES. TIE SEDIMENT FENCING MATERIAL TO

CYCLONE WIRE SECURITY FENCE. SEDIMENT

CONTROL FABRIC SHALL BE AN APPROVED

MATERIAL (EG.HUMES PROPEX SILT STOP) STANDING

300 ABOVE GROUND AND EXTENDING 150 BELOW

GROUND.

3. EXISTING AND NEW DRAINS LOCATED WITHIN THE

SITE SHALL TO HAVE DROP INLET GRATE WRAPPED

IN APPROPRIATE GEOTEXTILE FABRIC AND PLACED

INTO POSITION WITHIN CONCRETE SURROUND.

4. NO PARKING OR STOCKPILING OF MATERIALS IS

PERMITTED ON THE LOWER SIDE OF THE SEDIMENT

FENCE.

5. GRASS VERGES SHALL BE MAINTAINED AS MUCH

AS PRACTICAL TO PROVIDE A BUFFER ZONE TO THE

CONSTRUCTION SITE.

6. ROOF DRAINAGE IS TO BE CONNECTED TO THE

STORMWATER SYSTEM AS SOON AS PRACTICAL.

7. CONSTRUCTION ENTRY/EXITS SHALL BE AS PER

DETAIL. BUILDER SHALL ENSURE ALL DROPPABLE

SOIL AND SEDIMENT IS REMOVED PRIOR TO

CONSTRUCTION TRAFFIC EXITING SITE. BUILDER

SHALL ENSURE ALL CONSTRUCTION TRAFFIC

ENTERING AND LEAVING THE SITE DO SO IN A

FORWARD DIRECTION.

8. MATERIAL STOCKPILES (EG. SAND OR SOIL) SHALL

BE CONTAINED WITHIN A SILT FENCE IN

ACCORDANCE WITH 'SEDIMENT FENCE' DETAIL.

E & S CONTROL NOTES:

SEDIMENT FENCE

CONSTRUCTION ENTRY/EXIT



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 250 @ A3

210163 C301



E & S PLAN SHEET

GUZMAN Y GOMEZ



GRAVEL BAG SURROUND AT PIT

SEDIMENT TRAP TO STORMWATER SUMP

SEDIMENT FENCE

TEMPORARY CONSTRUCTION EXIT

GRAVELBAG KERB SEDIMENT TRAP

BUILDING MATERIAL STOCKPILES

PAVEMENT

GEOTEXTILE 'SAUSAGE'NTS

GRAVEL BAGS ALL AROUND PIT

SILT MESH OVER PIT

CONCRETE OR BITUMEN

GRATED SUMP

150∅ NOM. GRAVEL-FILLED

STAKES

FILTERED

WATER.

STAKES.

DROP INLET

WITH GRATE.

200

RUNOFF WATER

WITH SEDIMENT.

BURIED FABRIC.

GEOTEXTILE

FILTER FABRIC.

GEOTEXTILE

FILTER

FABRIC.

STOCKPILE

TO PREVENT

SCOUR OF

COVERING

EARTH BANK WATERPROOFOR SANDBAGS

STOCKPILE

SEDIMENT FENCE

GRAVELBAG IN GUTTER

RUNOFF

.

UNDISTURBED

AREA.

POSTS DRIVEN

0.6M INTO

GROUND.

BERM (0.3M MIN.

HIGH).

EXISTING

ROADWAY.

3000 MAX.

FLOW

DIRECTION OF

WIRE OR STEEL

MESH.

DISTURBED

AREA.

200

600

MA

X.

3000 MIN.

200

CONSTRUCTION

SITE.

RUNOFF FROM

PAD DIRECTED

TO SEDIMENT

TRAP.

GEOTEXTILE

FABRIC.

50-75MM

GRAVEL.

5000 MIN.

GEOTEXTILE FILTER

FABRIC2m MIN.



Client










Location

Drawing



ABN 34 001 485 436

D1

1 : 1 @ A3

210163 C310



EROSION AND SEDIMENTATIONDETAILS

GUZMAN Y GOMEZ




867.3

867.2

867.1

86

7.0

866

.9

866.8

866.7

866.6

866.5

866

.4

867

866.9

866.6

866.

5

866.6

866.5

866.6

866.

4

GUZMAN Y

GOMEZ

FFL= 866.8

1:5

866.71.1A

B C

E

D

1.2

1.3

2.1

3.1

BATTER

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR SITE LAYOUT2. REFER DRAWING C110 FOR LINE SCHEDULE3. CAST IN VEHICLE DETECTOR LOOP TO BE TIED TO TOP SIDE OF STEEL REINFORCING FABRIC. MAINTAIN CONCRETE COVER TO DETECTOR LOOP IN ACCORDANCE WITH PAVEMENT DETAILS (REFER DWG C500).4. FALLS IN DDA SPACE AND SHARED AREAS SHALL NOT EXCEED 1:40 IN ANY DIRECTION5. ENSURE CROSS FALL ON FOOTPATHS AND PEDESTRIAN ACCESS IS BETWEEN 1:50 AND 1:80 FALLS IN DIRECTION OF TRAVEL SHALL BE AS SHOWN AND LESS THAN 1:206. FALLS GENERALLY SHALL NOT EXCEED 1:207. ALL GRATES SHALL HAVE BOLT FIXINGS.



Client










Location

Drawing



ABN 34 001 485 436

P1

1 : 250 @ A3

210163 C101



DRAINAGE PLAN

GUZMAN Y GOMEZ


LINE SCHEDULE PIT SCHEDULE

A INLET PIT 600x600 866.85 866.2 HEAVY DUTY GRATE 1.1 865.7 225 UPVC 35 865.56

1.2 866.55 UPVC 8 866.50 B INLET PIT 866.35 865.7

C INLET PIT 866.45 866.5511.3 865.60 UPVC 27 865.46

2.1 865.2 300 UPVC D INLET PIT 866.25 865.6

E INLET PIT 866.2 865.22 NEW CONC LID

TAG UPSTREAM

INVERT

MATERIALSIZE DOWNSTREAM

(ACTUAL)

LENGTH GRADE

INVERT

TYPETAG SIZE RL TOP INVERT COVER

225

225

600x600

600x600

600x600

600x600

HEAVY DUTY GRATE

HEAVY DUTY GRATE

HEAVY DUTY GRATE

STORMWATER RUNOFF CALCULATIONS

5100 = 154 MM/HR FOR 20 YEAR RETURN PERIOD 5 MINUTE DURATION STORMI

USING FORMULA Q

= RAINFALL INTENSITY IN MILLIMETRES PER HOUR

= CATCHMENT AREA IN SQ.M.

= DISCHARGE IN LITRES PER SECOND

= 0.00028 CAI

I

A

C

WHERE Q

= A RUNOFF COEFFICIENT (SEE TABLE)

(MIN)

GRADE

MINIMUM PIPE REQUIREMENT

C=0.65

L'SCAPE

C=0.95

PAVE'TROOF PAVE'T L'SCAPE

(L/S)

CAPACITY

(MM)

SIZE

C=1.0

ROOF

LINE

CATCHMENT (L/S)

FLOW INTO LINE FROM

(L/S)

FLOW

LINE

(OVERLAND FLOWS)

CATCHMENT AREA (SQM)

1 190

2

3

4

---

40

---

380

60

520

---

80

40

20

60

8.2

---

1.7

---

15.6

2.5

21.3

---

2.0

1.5

0.5

1.5

25.8

29.3

23.5

53.3

225

225

225

300

1:200

1:200

1:200

1:200

46

46

46

100



Client










Location

Drawing



ABN 34 001 485 436

P1

1 : 1 @ A3

210163 C110



DRAINAGE SCHEDULES

GUZMAN Y GOMEZ

NOTE:

1. ALL INLET PITS SHALL HAVE OCEAN PROTECT OCEAN GUARD WITH DEPTH ID2 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REFER DWG C111

2. ALL UNSCHEDULED LINES SHALL BE 150 DIA UPVC AT 1:100(MIN) GRADE

3. REFER PLANS C160-C162 FOR OSD DETAILS.

NOTE:

PIT E AND LINE 3.1 ARE EXISTING STORMWATER

CONNECTIONS TO BE CONFIRMED ON SITE


2-6 BATHURST ROAD ORANGE 2800 · 2021. 6. 10. · B Ph 0479 166 556 Mob 0414 189 336 [email protected]...

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Transcript of 2-6 BATHURST ROAD ORANGE 2800 · 2021. 6. 10. · B Ph 0479 166 556 Mob 0414 189 336 [email protected]...