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