1622-01 to 07

     Civil, Environmental &
     Hydraulic Engineers




FH


[OCR of page images]
 

 

LEGEND: NEW SERVICES SEDIMENT CONTROL LEGEND: ( Callaghan & Toth )
x] CONCRETE DRIVEWAY TO IPWEAQ STANDARD DRAWING

 

 

  
   
   

 

 

 

 

 

 

RS-049 & RS-050. N32 125mm THICH F72 MESH PROVDE 8m WIDE TURF STRIPS MAINTAIN UNTIL ON MAINTENANCE Civil Environmental &
(PROVIDE 75mm MINIMUM SUB-BASE PAVEMENT ydraulic Engineers
UNDER CONCRETE IF SUBGRADE CBR VALUE=<6) ERECT SEDIMENT FENCE 10 DETAIL woos eek 2305
PROPOSED PLAIN 100mm THICK N32 CONCRETE FOOTPATH TO © GEOTEXTILE SAUSAGE INLET FILTER 70 STD DWG SD i! 8/41 Sunshine Beach Road
LT IPWEAQ RS-065, Ls 6-11 =I Phone 54749081, Fax 54749041
a www.callaghanandtoth.com.au
(ll) TOPSOIL 75mm THICK WITH FERTILISER & ROLLED B GRADE 4 : PLACE TEMPORARY ROCK ACCESS STD DWG SD 6-14 designed PUM] datum AND DERIVED
WINTER GREEN TURF e= WITH CATTLE GRID OR MOUND AS DIRECTED BY drawn [uP sw 806s
HOUSE No. 25 ENGINEER checked [ADT | Origin (BM) RL 111.322
e STORMWATER KERB ADAPTER TO IPWEAQ RS-081 LOT 103
C5604
a approved
SEDIMENT & EROSION REFERENCE DRAWINGS S STRAINER WIRE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SURVEYED BY
a TT RY & BOTTOM MAX WATTERSON & ASSOCIATES
SD5-2 SHEET FLOW w& a FILTER FABRIC FIXED TO FENCE PHONE (07) 54 426 121
SD5-4 ROCK CHECK DAM » : 08 AND EMBEDDED INTO
SD5-5 EARTH BANK (LOW FLOW) os Se ; GROUND MIN. 200mm OF
SD6-8 SEDIMENT Fe & G SN — |____ PROVIDE OVERFLOW WEIR 0.5 wide | | P”iect
SD6-11 MESH & GRAVEL INLET FILTER S KG i DISUSE EXISTING * S of HOW WHERE BACKUP FLOW IS TWO LOT COMMUNITY TITLE
\ / e, ‘ ROOFWATER PIPE / \ 2 UKELY 70 OVER TOP WEIR
\ / / \ 7p i * | | 23 TEWANTIN ROAD
TWIN 900 SW PIPE 1 / j fos Se 03
\ rs / ” / p I~ N STAR PICKET COOROY
/ \ / i i —
o 4 )
SAW CUT & GROUT J fe, \
TWO GALVANIZED 4 ! / | ' (~. )
KERB ADAPTERS g “ ' / oi / A SEDIMENT FENCE DETAIL Client
~ 5 j /

 

 

 

 

 

VONG
t i \ NOS TEA 4 TWO PTY LID
i DP Ne Provide turf protection to batters subject to
o i Z X\ catchment lengths greater than 3m.
» Ne Lay continuos strips along contour lines. TS)
($n
< y DP 7 Ss honeWaAven PIPE Check & repair structures after every storm. title
“ Sey, f aS 7 Remove sediment fence only after DRIVEWAY LAYOUT & SEDIMENT
og new grass is established.
, mss CONTROL PLAN
L NQOK/ Sy, wa 3 SEDIMENT FENCE SECTION
»
0

(——————T——eererererer
! ? Place on the toe of all fill batters

~“ where shown or directed by the Engineer.
Si DN These fences are not to be used

S
Cc
Bw
a D -
a \ z ) Y ‘ KR LOT 102 on C5604
a “x * y JL .
op ee Ly ‘ Parish of TEWANTIN
6 \ X YY y, ALS, CARPORT _ J. County of MARCH
Soe Ce

: x Pro . NOOSA COUNCIL
SEDIMENT & EROSION CONTROL CHECK LIST

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OP iw: H PROVIDE GROUTED ROCK RETAINING Locality of COOROY
J ! u WALL APPROXIMATELY 600mm HIGH
ISSUE MANAGEMENT COMMITMENT SS SS HOUSE No. 23 { \ )
A Fe LOT 102 S i
_————
OBJECTIVE / TARGET Comply with all statutory regulations and maintain SS ‘Ox C5604 SN. ‘ SCALE
them during earthworks/construction. XE > 5 < MATCH FOOTPATH STIS TS TIS Se Va
Comply with the erosion and sediment control plan. Tm xm BIN a ca oP if , & NEATLY TO EXISTING 229 5) 9 8.29 Meters 3
STORAGE AREA \ aan » scale
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water 1:250(43) aE eT TT ONG SCE
land flows as shown on plan. Provide barriers and other My q \ USE_ONLY_DIMENSIONS PROVIDED. )
measures shown on the plan to intercept storm water flows \ fo/s J 4 |
at the end of table drains, and intercept sediments aes re ‘ f 7 REVISIONS
before reaching gullies. ‘co / ; / Vy
Dy / ? e i revision
\ . “y LN, ‘ A [FOR APPROVAL
TASKS / ACTIONS Erect sedimentation barriers as shown on the plans “~ * / / B | REVISED FOR APPROVAL
before commencing earthworks or drainage improvements. ‘\ 42 Z.
Place rock weirs in table drains as soon as the drains toe No. 21 x ‘MATCH FOOTPATH Oey NEW CONCRETE DRIVEWAY
are cut T CROSSOVER TO IPWEAQ RS-049
. SP223679 NEATLY TO EXITING
/ v
PERFORMANCE INDICATORS Site foreman to check that sediment fence and rock weirs vo fe F —
are trapping the flows after rain. Ensure no bypass occurs. / Z Lhe 4 FILES
; ; ; / / 8 COMPUTER DIRECTORY
FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage / / X:\JOBS\CT PROJECTS IN PROGRESS\ 1622
after every storm until grass is established. Sediment shall SEDIMENT & EROSION CONTROL 4 ay 23 TEWANTIN RD\DESIGN\CURRENT DWG:1622 BASE
be removed before it reaches overflow level. Sedimentation Controls. shal y with ge ©
edimentation Controls shall comply wi Se BM ’ & /
RESPONSIBLE PERSON The Principal Contractors foreman shall be the requirements of, | S a FOR APPROVAL
responsible for inspections. "MANUAL FOR EROSION AND SEDIMENT 2 =
CONTROL, MAROOCHY SHIRE COUNCIL”
REPORTING / REVIEW Site Foreman to advise workers: if they notice any (MESC, 2007) which can be accessed on the S ~ 2 Sheet_2 of 7 sheets
barrier requiring repair, report it to foreman. Councils external internet site. A J LJ drawing number
CORRECTIVE ACTIONS Site foreman is to repair any damaged barriers Works Standards refer to, / » ° 1622 02
daily. Replacements are to be purchased as required. "Contract Standards for Erosion and JL B
Sediment Control on Construction Sites.” ey XK date 24 MARCH 2017 yy,