RL 21.17 (AHD)

BM (NAIL IN TK)

21.20

21.32 TK

21.29 TK

21.22 TK

21.16

20.9121.05

20.59

20.94

20.99

20.52

21.12

19.96

20.28

20.09

19.3619.33

19.21

18.6618.85

18.95

19.15

19.18

19.15

19.34

19.13

19.63

20.21

19.51

20.98

RID

GE H

EIGHT 2

7.5

3

RID

GE H

EIGHT 2

6.1

5

RID

GE H

EIGHT 2

5.0

2G

UTTER

LEVEL 2

3.3

5

GUTTER

LEVEL 2

4.2

3

GUTTER

LEVEL 2

3.9

1FLO

OR LEV

EL 21.3

9

FLOO

R LEV

EL 21.1

5

FLOO

R LEV

EL 20.6

SILL LEV

EL 22.1

5

FL 20.7

3

REN

DER

ED C

OTTAG

ETILE RO

OF

TILE ROO

F

No 1

BVERANDAH

DIA

. 0.6

SP 6

R HT 1

5

DIA

. 0.3

SP 4

R HT 1

2

DIA

. 0.3

SP 7

R HT 1

0

DIA

. 0.3

SP 4

R HT 8

DIA

. 0.2

SP 3

R HT 7

DIA

. 0.5

SP 5

R HT 1

0

DIA

. 0.3

SP 4

R HT 6

DIA

. 0.5

SP 5

R HT 7

CONCRETE PATH

STND KERB & GUTTER

ABBOTSFORD ROAD

15.535

109°47'15"

61.0

15

197°2

9'1

5"

17.985

289°48'35"

60.9

61

9°4

7'1

5"

25

21

SEC

. 3

DP 4

00

PALIN

G

COLORBOND

MES

H

BRICK

NO

T

MES

HPIC

KETFEN

CE

FENCE

FENCE

FENCE

FENCE

FENCED

FENCED

19.00

19.00

19.50

19.50

20.00

20.00

20.50

20.50

21.0021.00

15001500

1890

5890

NO. 1CEXISTINGDWELLING

EXIST.GARAGE

PROPOSEDADDITIONS &ALTERATIONS

SITE AR

EA: 1

021

.6 sqm

1

D.P. 3

13

94

EXIST.VERANDAH

5000

1500

4960

1122

0

19100

NO. 3ADJOININGPROPERTY

BRICK COTTAGE

ADJOININGPROPERTY

METALCARPORT

ADJOININGPROPERTY

BRICKGARAGE

NO. 1BADJOININGPROPERTY

RENDERED COTTAGE

PROPOSEDGRANNY FLAT

EXISTINGCONCRETE DRIVEWAY

EXISTINGFRONTYARD

EX.VEHICULARCROSSING

EXIST.VERANDAH

1800

//

//

//

//

//

//

//

//

//

//

//

/

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

//

//

//

//

//

//

//

//

//

//

//

/

3

1

2

22

NOTE

LEGEND

GEOTEXTILE FABRIC

STOCKPILES

FABRIC FILLED WITH GRAVEL

STORMWATER PIT

VEHICULAR ENTRY

SILT FENCE

EXISTING VEGETATION

1. ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE INSPECTED AND MAINTAINEDDAILY BY SITE MANAGER

2. MINIMISE DISTURBED AREAS

3. ALL STOCKPILES TO BE CLEAR FROMDRAINS, GUTTERS AND FOOTPATHS

4. DRAINAGE IS TO BE CONNECTED TOSTORMWATER SYSTEM AS SOON AS POSSIBLE

5. ROADS AND FOOTPATHS TO BE SWEPT DAILY

TEMPORARY SECURITY FENCE/ / / /

1

BARRIER

SAND AND SOIL STOCKPILES

STOCKPILES PLACED WHOLLY ON THE CONSTRUCTIONSITE AND BEHIND A SEDIMENT

2SEDIMENT BARRIER

SEDIMENT BARRIERS DOWN SLOPE

SEDIMENT BARRIER TECHNIQUES:a. GEOTEXTILE SEDIMENT FABRIC

ATTACHED TO POSTS WITH THE GEOTEXTILE BURRIED IN AN UPSTREAM TRENCH.

b. STRAW BALES, STAKED IN A 100mm (min) DEEP TRENCH.

OF THE BUILDING SITE FILTER COURSE SEDIMENT BEFORE IT CAN WASH INTO GUTTERS, DRAINS ANDWATERWAYS.

3SINGLE GRAVELLED ENTRY EXIT

RESTRICTED VEHICLE ACCESS TOONE ENTRY EXIT POINT WHEREPOSSIBLE. GRAVELLING THE ACCESSPOINT WILL ALLOW ALL WEATHERACCESS, WILL REDUCE THE AMOUNTOF SOIL CARRIED OFF THE SITE BYVEHICLES, AND WILL PROVIDE APERMANENT BASE FOR THEDRIVEWAY.

wire or steel mesh

geotextile filter fabric

undisturbed area

disturbed area

SEDIMENT CONTROL FENCE

100

200

- drainage area 0.5ha max- slope graident 1:2 max- slope length 50m max

SITE

TIMBER RAMP FOR VEHICULAR ACCESS

SECTION S-S

FOOTPATH

NOT TO SCALE

ROAD

Mani Che

CONTRACTORS MUST VERIFY ALLDIMENSIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORK ORTHE PREPARATION OF SHOPDRAWINGS.

FIGURED DIMENSIONS TO BE USED INPREFERENCE TO SCALED DIMENSIONS.

THIS DRAWING IS A COPYRIGHT OF J.FBUILDING CONSULTANTS P/L. ANDMUST NOT BE RETAINED, USED ORCOPIED FOR ANOTHER PROJECTWITHOUT THE PRIOR WRITTEN CONSENTOF BUILDSOLVE

LEGEND:

REASON FOR ISSUEISSUE DATE

BUILDSOLVEPROPOSED ADDITIONS &ALTERATIONS TO EXISTING DWELLING

1C Abbotsford Road,Homebush NSW 2140

NSEDIMENT & EROSIONCONTROL PLAN