Original source · versioned page text
20210153 - Maple Street SWMP
Original PDF page 24, section 1. The text section number identifies this passage in the reader.
300mm
MCU
MIN
FLOW CONTROL BERM INCORPORATED INTO THE
ROCK PAD IF THE THE PAD RECEIVES RUNNOFF
MINIM FROM THE BUILDING SITE (LOCATION MAY VARY).
E
UM LE
NGTH
10M NOT FOR CONSTRUCTION
MAKE
40 - 75mm CRUSHED ROCK FOR P FOOTPATH
)
3 UP-SLOPE RUNOFF DIRECTED
IN
EDEST S
RIAN T AFE
(M
RP52184 TO AN APPROPRIATE RAFFIC
0m
SEDIMENT TRAP. . STABILISED SITE ACCESS AS
2.
PER DETAIL 1
3
TH
E
E
ID
|S|
Y
RP112204 KERB
W
AR
D
|S|
N
SEDIMENT FENCE AS PER
U
|S| |S|
BO
DETAIL 2
E
FOOTPATH
E
TY
200mm
R
150 -
PE
|S|
O
GEOTEXTILE FILTER ROADWAY FLOW DIVERSION BANK AS
PR
| S|
FABRIC (MANDATORY PER DETAIL 3
|S|
E
WHEN WORKING ON
PROVIDE TEMPORARY CLAY SOILS).
CONSTRUCTION ENTRY/EXIT.
REFER TO DETAIL 1. INDICATIVE STOCKPILE AREA
|S|
E
AS PER DETAIL 4
4
RP112204
1 TEMPORARY CONSTRUCTION ENTRY/EXIT
115
10 C20 ORTHOGRAPHIC N.T.S
00
E
0M
S
| S|
121
IN
6
S
E
11
INSTALLATION
E
E
E
S
|S|
7
11 S
S
1. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO FORECAST RAIN, DAILY
PROVIDE TEMPORARY SEDIMENT |S| S
S DURING EXTENDED PERIODS OF RAINFALL, AFTER RUNOFF-PRODUCING
E FENCE. REFER TO DETAIL 2.
8
|S| RAINFALL, OR OTHERWISE AT FORTNIGHTLY INTERVALS.
11
MH: S
2. IF SAND, SOIL, SEDIMENT OR MUD IF TRACKED OR WASHED ONTO THE ADJACENT
|S|
LL:114.51
|S|
|S| SEALED ROADWAY, THEN IT MUST BE REMOVED USING A SHOVEL AND THEN A
4
STIFF BRISTLED BROOM, AND THEN BY A VACUUM IF AVAILABLE.
S
11
|S|
E
3. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL ONLY BE WASHED
CLEAN AFTER ALL REASONABLE EFFORTS HAVE BEEN TAKEN TO SHOVEL AND
120
|S|
|S|
S
119
SWEEP THE MATERIAL FROM THE ROADWAY.
|S|
4. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH MATERIAL AND
|S| THE EFFECTIVENESS OF THE ROCK PAD IS REDUCED TO A POINT WHERE
S
SEDIMENT IS BEING TRACKED OFFSITE, A NEW 100mm LAYER OF ROCK MUST BE
ADDED AND /OR THE ROCK PAD MUST BE EXTENDED.
|S|
5. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES (E.G. FLOW
S
CONTROL BERM) ARE MAINTAINED IN ACCORDANCE WITH THEIR DESIRED
2
12
OPERATIONAL CONDITIONS,
6. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT CREATE AN
S
WM
EROSION OR POLLUTION HAZARD.
|S|
PROVIDE TEMPORARY EARTH
BANK - LOW FLOW. REFER TO
S
DETAIL 3.
S
S
|S|
X)
S
G (MA
|S| SPACIN UR,
115
PROVIDE TEMPORARY
E D A T 20m THE CONTO E
LAC NG OP
STOCKPILE . REFER RNS' P D ALO ON SL
4
'RETU IS LOCATE DEPENDING
S
11
TO DETAIL 4.
E
|S| CE 0m
IF FEN 5 TO 1 1.5
6 RWISE m
MH: 11 OTHE (M
IN
LL:120.69 |S| H
)
S
2
|S|
IL:1 S water re
121
12
Unit
19.3
G
y
ACKIN
7
11 IRE B
5 by coSrds
|S| ITH W m (MAX)
123
3 AX) W E2
3m (M HERWIS
RP99323
|S| 19 DI
RE
OT
C5605 CT
123
|S|
8 IO
11 N
S
OF
|S| PROVIDE ROCK PAD ENERGY FL 31/03/2022
DISSIPATOR AT OUTLET. OW
|S|
S
EA ID: 2557785
RPEQ: 26443
|S| ALL SUPPORT POSTS PLACED
S
DOWN-SLOPE OF FABRIC
DO NOT SCALE, IF IN DOUBT ASK!
119
FABRIC
BURIED SEDIMENT FENCE FABRIC,
S
200mm NOT FILTER CLOTH OR SHADE
CLOTH
0
19
12
S
C5605
1
SP161937
S
2 SEDIMENT FENCE
C20 ORTHOGRAPHIC SCALE 1:50
A 28/03/22 MCU ISSUE JAC BRP
MAINTENANCE: Rev Date Description By Chk
STABILISE STOCKPILE
SURFACE 1. INSPECT SEDIMENT FENCE WEEKLY, AND AFTER SIGNIFICANT RAINFALL. UNDERTAKE
NECESSARY REPAIRS IMMEDIATELY.
CAN BE CONSTRUCTED WITH OR
EARTH BANK X.) 2:1 GRADIENT OF DRAIN WITHOUT CHANNEL 2. REPAIR ANY TORN SECTIONS WITH A CONTINUOUS PIECE OF FABRIC FROM POST TO
MA SL
P E( OP SEDIMENT FENCE 1% TO 5% POST.
FLOW LO E( ALL BATTER GRADES
S MA 3. IF FENCE BEGINS TO SAG BETWEEN POSTS. INSTALL ADDITIONAL SUPPORT POST.
2:1 X.) FLOW 2(H):1(V) MAX.
4. 1
REMOVE ACCUMULATED SEDIMENT IF THE SEDIMENT DEPOSIT EXCEEDS A DEPTH OF 3 [email protected]
THE HEIGHT OF THE FENCE. 37 MARY ST NOOSAVILLE, QLD
300 mm
07 5211 1003
MIN.
5. REPLACE THE FENCE FABRIC IF THE EXISTING FABRIC SERVICE LIFE IS GREATER THAN 6
MONTHS.
Client
2000 MIN MARK MELVILLE
4 STOCKPILES NOTE: Project Name
ELEVATION PROPOSED NDIS ACCOMODATION
C20 SCALE 1:50
1. SEDIMENT FENCES MUST INCORPORATE REGULAR 'RETURNS', GENERALLY AT A MAXIMUM
45 MAPLE ST
3 EARTH BANK - LOW FLOW 2.
20m SPACING, BUT CAN BE LESS AS THE SLOPE ALONG THE FENCE INCREASES.
MINIMUM FOUR STAPLES OR TIE WIRES PER STAKE COOROY QLD 4563
C20 ELEVATION SCALE 1:20
CONSTRUCTION NOTES
3. REFER TO APPROVED PLANS FOR LOCATION AND EXTENT. IF THERE ARE ANY CONCERN
Title
WITH THE LOCATION OR EXTENT, CONTACT THE ENGINEERS RESPONSIBLE FOR THE
WORKS. EROSION AND SEDIMENT CONTROL
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM
EXISTING VEGATION, CONCENTRATIED FLOW, ROADS AND HAZARD
NOTE: 4. UNLESS OTHERWISE NOTED ENSURE FENCE IS LOCATED: PLAN AND DETAILS
ONLY TO BE USED AS TEMPORARY BANK WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES. I) ENTIRELY WITHIN THE PROPERTY BOUNDARY.
AREAS. II) ALONG A LINE OF CONSTANT ELEVATION WHERE POSSIBLE
2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT ELONGATED MOUNDS.
3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE CONSTRUCTION NOTES: 5.
III) 2 METRES FROM THE TOE OF A FILLING OPERATION OR BATTER SLOPES
ENSURE FENCE IS PLACED IN A MANNER THAT AVOIDS HIGH FLOW RATES ALONG THE
LESS THAN 2 METRES HIGH. 1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.
4. WHERE THEY ARE TO BE PLACED FOR MORE THAN 10 DAYS, STABILISE LENGTH OF THE FENCE AND UNDESIRABLE DISCHARGE OF WATER AROUND THE ENDS OF Project No. Discipline Status
2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM.
FOLLOWING THE APPROVED EXCP OR SWMP TO REDUCE C-FACTOR TO THE FENCE. 20210153 CIVIL APPROVAL
3. ENSURE STRUCTURES ARE FREE FROM PROJECTIONS OR OTHER IRREGULARITIES THAT COULD
LESS THAN 0.10. 6. REMOVE SEDIMENT FENCE ONLY ONCE AREAS UPSLOPE OF SEDIMENT FENCE ARE
IMPEDE FLOW/ Designed By Drawn By Scale
5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER 4. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS NOT V SUFFICIENTLY STABILISED TO PREVENT EROSION. REHABILITATE AND VEGETATE (at
BRP JAC AS INDICATED A3)
AROUND STOCK PIKES AND SEDIMENT FENCES 1 TO 2 METRES SHAPED. DISTURBED GROUND AS NECESSARY TO PREVENT EROSION
DOWNSLOPE. 5. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE. 7. ACCUMULATED SEDIMENT IS TO BE REMOVED IN A SUITABLE MANNER THAT WILL NOT Drawing No. Revision
CAUSE EROSION OR A POLLUTION HAZARD. A
6. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION. C20
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 (20210153 - Maple Street SWMP.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.