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LEGEND: PROPOSED SERVICES 190mm SLOTTED uPVC
100mm FERTILIZED, PIPE WITH 150mm COVER Callaghan & Toth
Le NEW 40mm AC SURFACING WITH GRAVEL PAVEMENT TOPSOIL & TURF CONNECTED 10 PIT Civil, Environmental &
THICKNESS SUBJECT TO CBR TESTING >
—-——— KERB & CHANNEL LAY BACK TYPE INVERT (M1) Hydraulic Engineers
- oSo08o08o 0800 08 oYo o¥o0Ro 080004 PO BOX 2305
TO IPWEAQ STANDARD DRAWING RS-080 165 266 266.250 26606 2 ~ 2866 LPSG.P50 2666 Y NOOSA HEADS 4567
7, VERGE MOUND AS PER VERGE 90mm SLOTTED uPVC PIPE WITH Bo 08 GPRQ08 008 o8o 08S PRRoB 004 UP sont A Sinai Beach Ro
mm u =] Phone 54749081, Fax 54749041
CLLLLLLLLLLLA Wainy SECTION ON 1511-05 | 150mm COVER CONNECTED 10 PIT B85, Seh FOSS SSOBOSTOLVS RH HOB SS waw.callaghanandtoth.com.cu
1 =
OD? OP. OP” OD” ~ O56 AP- OD. OP. OD” ~ 0, dati
———— FA ———— _ OVERHEAD POWER TO SERVICE PROPOSED LOT 2. REFER 10 PLAN | | o 620 620690 6900628 GAO GI067O 5F00 60] cesigned {Ao — Gran a ERNE
1511-04 & ELECTRICAL CONSULTS DESIGN FOR INSTALLATION METHOD = 208639820030 089 6208 2,00%00R0 004 so PSM, 134553
N | 40-80mm WASHED GRAVEL O° 8 O58 O78 OF 58-8 O68 O68 O8 O55 checked [AH | Origin (BM.) RL 94.111
955 8&5. S85. 2885.85 255 885.885. 2885.9
EXTENT OF FILLING EARTHWORKS. SLOPE, | | J [ceoTomE wear} ——-[ 02S 0°S 508095, 5 09 O08 006 095 09365 OF
a7 TOPSOIL/FERTILIZE 75mm THICK & GRASS SEED e OP SOD SOP, SOP O00, S& SOD OOP, SOP O00, approved
aa ZoQo~wYooQo0d7~Qo povBosQooQososd SURVEYED
EXTENT OF VERGE. TOPSOIL/FERTILIZE 75mm a oO O 1. Oo o-oo O (el Oo o
tt ar = x BM2 WAX WATTERSON & ASSOCIATES
BLE DRAN ) | | PHONE (07) 54 426 121
<— -- —<— --— Ss 1.8
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SEDIMENT CONTROL LEGEND: S18 BE STORMWATER_INFILTRATION PIT Project
a ALE 1: A
HHHHHHH+ == PROVIDE 0.5m WIDE TURF STRIPS MAINTAIN UNTIL ON MAINTENANCE SCALE 1:20 (3) PROPOSED TWO LOT
APPROVAL g ra SUBDMISSION AT 38 PAVILION
AAA ERECT SEDIMENT FENCE 70 DETAIL | STREET, POMONA
© GEOTEXTILE SAUSAGE INLET FILTER TO STD DWG SD gg r 100
6-11 -
STRAINER WIRE & | S se ét & Qt (cient )
—+——_ TOP & BOTTOM - aw
ie
ft FILTER FABRIC FIXED TO FENCE Alexander Dovid Toth S069 s 8.1m? OF ROCK FILLED TRENCH (3.3m’) ALISA WYTHES
AND EMBEDDED INTO A o Q VOIDS. CONSTRUCTED TO ABSORPTION
0.5 GROUND MIN. 200mm 4 | HOUSE No. 40 TRENCH DETAIL. PROVIDE GRATED 450x450
id\-——_—— PROVIDE OVERFLOW WEIR 0.5 WIDE 26/04/16 4 ‘ PIT AT SHED END FOR SURCHARGE FLOWS EFF
0.2 ) FLOW WHERE BACKUP FLOW IS Sane ATE LOT 5 & SHED DOWN PIPE CONNECTION. Title
I AT
LIKELY TO OVER TOP WEIR | RPS5075 EX SHED DIVERSION MOUND & SEDIMENT
03 { AND EROSION CONTROL PLAN
——_
|. ——STAR_ PICKET
_—————————————
a | HOUSE No. 3
SEDIMENT FENCE DETAIL S LOT 4
NOTES | RPSSO7S LOT 1 on RP196984
PROVIDE TURF PROTECTION TO BATTERS SUBJECT TO CATCHMENT LENGTHS ‘i
GREATER THAN 3M. LAY CONTINUOS STRIPS ALONG CONTOUR LINES. Parish of TUCHEKOI
County of MARCH
CHECK & REPAIR STRUCTURES AFTER EVERY STORM. REMOVE SEDIMENT FENCE
ONLY AFTER NEW GRASS IS ESTABLISHED. NOOSA COUNCIL
EX HOUSE Locality of POMONA
SEDIMENT FENCE SECTION
—V—  Y
PLACE ON THE TOE OF ALL FILL BATTERS WHERE SHOWN OR DIRECTED BY O_o fF
THE ENGINEER. THESE FENCES ARE NOT TO BE USED FOR CONCENTRATED SCALE
FLOWS WITH CATCHMENTS GREATER THAN 2000 sq. m.
0.25 5 7.5 10 12.5 Meters 25
& ~———_——_=__L__L_L_L_L_L_L=_L_=_L_=EEEEEEEEEE.
SEDIMENT & EROSION CONTROL CHECK LIST cs)
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
ISSUE MANAGEMENT COMMITMENT i] 1:500(A3) 00_NOT SCALE FROM THIS DRAWING
7 USE ONLY DIMENSIONS PROVIDED
OBJECTIVE / TARGET Comply with all statutory regulations and maintain
them during earthworks/construction. REVISIONS
Comply with the erosion and sediment control plan. —
—— — 4 —_ ___ ————n revision date
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water ® 7 | EXISTING CONCRETE ‘A | FOR APPROVAL 04/16
land flows as shown on plan. Provide barriers and other BM1 to ~ VEE_DRAIN TO REMAIN B | REVISED ISSUE FOR APPROVAL 04/16]
measures shown on the plan to intercept storm water flows we
at the end of table drains, and intercept sediments BB T pp
before reaching gullies. | 2 F
z
q A ‘ So ‘CLEAN OUT EXISTING CONCRETE VEE DRAIN OF SILT &
TASKS / ACTIONS Erect sedimentation barriers ie shown on the plans Ct S STRIP TOPSOIL & RAISE VERGE TO 125mm ABOVE
ig earthworks or drainage improvements. S
Place rock weirs in table drains as soon as the drains = COMER TO tor Boas PER Vent WON Seen FILES
are cut.
COMPUTER DIRECTORY
PERFORMANCE INDICATORS Site foreman to check that sediment fence and rock weirs X:\JOBS\CT Prj N prg\1511 wythes SW INFILTRAT PIT\]
are trapping the flows after rain. Ensure no bypass occurs. 2.00 5 Design\Current DWG: 1511-01_06 BASE PLAN
2.00 —————_~ .
FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage
after every storm until grass is established. Sediment shall EXISTING CONCRETE VEE O £ FOR APPROVAL
be removed before it reaches overflow level. 5
RESPONSIBLE PERSON The Principal Contractors foreman shall be 2 7 i _ Sheet 4 of 5. sheets
ible for i ions.
responsible for inspections. } Growing number
REPORTING / REVIEW Site Foreman to advise workers: if they notice any
barrier requiring repair, report it to foreman. 151 1 —04
CORRECTIVE ACTIONS Site foreman is to repair any damaged barriers VERGE MOUND SECTION B
daily. Replacements are to be purchased as required. SCALE 1:50 (A3) XK date APRIL 2016 yy,