Original source · versioned page text
Amended Plans_Rev D
Plans and drawings: the text below has words only, no drawings.
31 OV TINT OQ 2 L) XO XLAN L) JE OSE J Y -CON Rr AV J VE O r, COO -IGU PM ENT ROY al RATION OF J 4563 A LOT ZN [KR OD DRAWING INDEX NORTH _ [> Sheet Number Sheet Title C000 LOCALITY PLAN & INDEX (~ C002 GENERAL NOTES C100 OVERALL LAYOUT PLAN C110 PROPOSED SUBDIVISION LAYOUT PLAN C200 BULK EARTHWORKS LAYOUT PLAN C250 EROSION AND SEDIMENT CONTROL PLAN C251 EROSION & SEDIMENT CONTROL DETAILS SHEET 1 OF 2 C252 EROSION & SEDIMENT CONTROL DETAILS SHEET 2 OF 2 C300 SITEWORKS & SERVICES LAYOUT PLAN C301 DRIVEWAY LONGITUDINAL SECTION C302 DRIVEWAY CROSS SECTIONS €400-——_SEWER-FONGH-UBINAE-SECHON- C700 SWEPT PATH LAYOUT PLAN SHEET 1 OF 2 C701 SWEPT PATH LAYOUT PLAN SHEET 2 OF 2 LOCALITY PLAN SCALE 12000 F Associated Job Nos Survey Data Scales CLIENT 31 OVERLANDER AVE, COOROY QLD 4563 COUNCIL E Horiz. D | RESPONSE TO INFO REQUEST 07.02.24 doum| CONSULTING BRADLEY VOlct LOCALITY PLAN & INDEX NOOSA SHIRE COUNCIL Auxiliary Drg Nos} Horiz. MGA94 20 ASSOCIATED CONSULTANTS C | AMENDED DRIVEWAY WOTH 23.11.23 ry Urg Grid ZONES6 SCALE aS (metres) B | ISSUE FOR USE 13.10.25 Height © ABN 84 639 195 092 STATUS Job_No. = A [ISSUE FOR REVIEW 02.10.23 Datum | RL_109.187 PIKKI ST JARO BALE SIGNATURE ISSUE FOR USE Contract_No. - .. - Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Surve CONSULTING Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 _— DRAWN DESIGNED DATE . Revisions /Descriptions me Full Name and Position Title Date Books sumevors & PUNWERS 1 except where shown otherwise +61 425 415 419 CPEng AE QT QT 23.11.23 Drawing No. C000 D [email protected] DATE: ot Te Series Number 1 of 14
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 file
The download may take up to a minute.
Full text of the other 12 pages
Page 2
· 8. CONTROL WATER FROM UPSTREAM OF THE SITE SUCH THAT IT DOES NOT ENTER THE DISTURBED SITE. 9. ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE SITE VIA THE TEMPORARY CONSTRUCTION ENTRY /EXIT. 10. ALL VEHICLES LEAVING THE SITE SHALL BE CLEANED AND INSPECTED BEFORE LEAVING. 11. CLEAN OUT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH STORM EVENT.
Page 3
NORTH 47 RP179733 so 7 | . RP179733 } 1] Te + Pit es aeneeeelineneeeeememmmmemmneees - | » >| Ss r il LEGEND — >< : a ADJACENT BOUNDARY : PROPOSED GRATED 47 PROPOSED 3.0m PROPOSED VEHICLE CROSSOVER : PROPOSED BOUNDARY -. ~ : > TRENCH DRAIN RP179733 WIDE DRIVEWAY IN ACCORDANCE WITH IPWEA rr oo ; STD DRG RS_049 EXISTING KERB AND CHANNEL 7 : = BE — — of — — — EXISTING OVERHEAD ELECTRICITY ae PROPOSED STORMWATER PIPE — —s —— ©— EXISTING SEWER AND MANHOLE 114.50 —— — w — — ——_EXISTING WATER ay ‘ 3 ye SSS eS eee | —— —sw — — — EXISTING STORMWATER Pe r sy = | EXISTING BUILDING 4 z 9 oe q FH Su or : i ‘ ace —————————— = i O EXISTING FIRE HYDRANT ie. ie ; - ‘Sa -_— | : aha EXISTING WATER METER Pa > EXISTING STORMWATER ~~ i j : V ; - TO BE DEMOLISHED i re 1, | ; — Ww 1S be EXISTING VALE FY) 1) L 1 - <x oe) EXISTING TREES dean a F ao. EXISTING STORMWATER TO BE DEMOLISHED _ Rl Lo > > LS LOoT2 Xs Ye LOT 1 . L D — —/— — — EXISTING FENCE ‘ A = 858m | / A = 875m ; = F ’ q | See “aaa | ——————— EXISTING MINOR CONTOUR — h, Mn eevee \__\ =) WL ! Ke as : , nas, | ) EXISTING POOL Fie oi > 67.0 EXISTING MAJOR CONTOUR / f aun > |! ! e ir te? 7 a tl 5 T PROPOSED TELSTRA . YS rt : o> oe ee - , 1 E PROPOSED ELECTRICITY 25 \ : ~ W PROPOSED WATER —~ a : | | 5 ——9@- PROPOSED SEWER AND MANHOLE “ 50 EXTENSION OF SEWER PROPOSED $1050 RP179733 \ | PROPOSED SERVICES RETICULATION MAIN SEWER MANHOLE : ; | | en PROPOSED STORMWATER PIPE | | eo / COCCCCCCoooeereol PROPOSED GRATED TRENCH DRAIN ——— ae PROPOSED EASEMENT BOUNDARY een — — Va PROPOSED CONCRETE PAVEMENT F Associated Job Nos _Survey Data Scales CLIENT 3 voIcT 31 OVERLANDER AVE, COOROY QLD 4563 |oouNcl E oriz. RADI EY > RESPORE OW REDUEST ora oun} consume LeSSoats SHERI OVERALL LAYOUT PLAN NOOSA SHIRE COUNCIL ili Horiz. MGA94 C | AMENDED DRIVEWAY WIDTH 23.11.23 Auxiliary Drg Nos Grid 7ONESE 0 4 8 12m a - B | ISSUE FOR USE 13.10.25 Height | >) 499 187 Scale 1.200 @A © ABN 84 639 195 092 STATUS Job_No. A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. - 7 a Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey] avsume | Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 DRAWN DESIGNED DATE . Revisions /Descriptions — Full Name and Position Title Date Books | SAS * RAMS fF except where shown otherwise +61 423 415 419 CPEng > = QT QT 23 11 23 Drawing No. C1 00 D [email protected] | DATE: oll. Series Number 3. of = 14
Page 4
NORTH || a = | | | | | | | a 47 = | RP179733 | | Cel | GZ x 69.760 | ie== | ! Oo. FTF | | | | | < | | | | = | | | | | | | | | | | | | | | ~ 4 | | | | | | Pe | | uu | | | | x | | = | ow + | | | 7 Lu a | | | — | | | _] | | | | c | > | | fi a oO | | | | | LOT 2 | | | | A = 858m? | | | | | | | | 1.3m 3.0m . | | | | | | | | | | | | | | | | | | = | | | 7 | bp | | | | | E | | | ma | | < | 26.14 : - Ly 50 RP179733 & | | | | | | LEGEND ADJACENT BOUNDARY PROPOSED BOUNDARY — PROPOSED EASEMENT BOUNDARY F Associated Job Nos _Survey Data Scales CLIENT 3 voIcT 31 OVERLANDER AVE, COOROY QLD 4563 |<unc. E oriz. 7 | RESPONSE TO IO REQUEST 0700.28 Datum | AHO serch masig RADLEY PROPOSED SUBDIVISION LAYOUT PLAN NOOSA SHIRE COUNCIL Auxiliary Drg Nos] Horiz. | MGA94 | 4 ; ‘ ém —_ ASSOCIATED CONSULTANTS C | AMENDED DRIVEWAY WIDTH 23.11.25 Grid ZONE56 bp Job N - B | ISSUE FOR USE 13.10.25 Height | >) 499 187 Scale 1100 @AT © ABN 84 639 195 092 STATUS ob _No. A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. - 1 + Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey CONSULTING Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 a DRAWN DESIGNED DATE ‘ Revisions/Descriptions — Full Name and Position Title Date Books | SAS * RAMS F except where shown otherwise +61 423 415 419 CPEng aa QT QT 23 11 93 Drawing No. C1 1 0 D [email protected] | _ DATE: oll. Series Number 4. of 14
Page 5
NORTH
47
RP179733
1IN 4 BATTER —
YoVVN VN VV VV PES
VvNVN ANN NN
VX
A en en es
YoVV VN VV ANY VOY OVO VON ON ON ON NUN
VON NO ONO OUN NUOVO NN
M—m\ VAUVVUAVNANNYV VV NYY VN YN VN NV YY NN NY
VN VN NNN AN
LOT 2
A = 858m?
se ——
— CO
— = sw = SW SW SS SV 115.37
_,) HI 3 BW 115.30m
EXISTING RETAINING
WALL TO REMAIN
RP179733
Cul a _
50
RP179733
VoVOV UY
Vuv\7
————————
TW 115.35m ;
BW 115.14m N
Ny
OVERLANDER AVE
LEGEND
EARTHWORKS QUANTITY SUMMARY =
ADJACENT BOUNDARY — yj EXISTING FENCE
CUT 7.3m?
FILL 2.7m PROPOSED BOUNDARY — — -114.50— — — EXISTING MINOR CONTOUR
(BETWEEN NATURAL SURFACE TO FINISHED SURFACE Sa = EXISTING KERB AND CHANNEL
IE. VOLUME DOES NOT INCLUDE STRIPPING) 115.00 EXISTING MAJOR CONTOUR
— — of — — — EXISTING OVERHEAD ELECTRICITY
XX OK SHIDO OIE EXISTING STORMWATER TO BE DEMOLISHED
— —5 —— ©— EXISTING SEWER AND SEWER MANHOLE
p
ye EXISTING WATER 5 ——©-— ROPOSED SEWER AND MANHOLE
a SW SS EXISTING STORMWATER TT PROPOSED EASEMENT BOUNDARY
TT EXISTING BUILDING — — —115.15— — — PROPOSED MINOR CONTOUR
EXISTING FIRE HYDRANT ———115.10 PROPOSED MAJOR CONTOUR
EXISTING WATER METER Ln PROPOSED CUT AREA
be EXISTING VALE
Le” PROPOSED FILL AREA
EXISTING TREES Cocco PROPOSEDRETAINING WALL
F Associated Job Nos — Survey Data CLIENT 3 vorT 31 OVERLANDER AVE, COOROY QLD 4563 | ounc
E oriz. RAI dL EY
D | RESPONSE TO INFO REQUEST 07.02.24 Datum] AM acre BULK EARTHWORKS LAYOUT PLAN NOOSA SHIRE COUNCIL
Auxiliary Drg Nos Horiz. MGA94 i 6m ASSOCIATED CONSULTANTS
C | AMENDED DRIVEWAY WIDTH 23.11.25 Grid ZONE56 bp Job N
B | ISSUE FOR USE 13.10.25 Height | >) 499 187 Scale 1100 @AT © ABN 84 639 195 092 STATUS ob _No.
A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. -
ws a Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey} casas Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 _—— | DRAWN DESIGNED DATE .
Revisions /Descriptions — Full Name and Position Title Date Books | SAS * RAMS fF except where shown otherwise +61 423 415 419 CPEng aa QT QT 23 11 23 Drawing No. C200 D
[email protected] DATE: ott. Series Number 5 of 14
Page 6
NORTH 47 RP179733 YoVOVVN VV VV PES VN VN VN NANA VON VON NON NN ON UNUN ON UNUNONONY YOVV VV NV QNY VOY OVOVON OYUN UN ON UN \ VN VN NN NN VVVVNV VV VV YY AV NY NN YY VY NN NN NN NY Lyn cs Sey LOT 2 A = 858m? Obooooo o ——— 1 7W-o.0 0.0 ofl ee ee ee rr TT TTT ~ ONooaaga io Se eee ee Ooonod io TT —= | _ sw — —-—- —sw —--—— sw —-——— SW —-—— 7 SW > > SW SW SW -— RP179733 \ Yv.\V YN - OVERLANDER AVE — «| —_— ee O — YN v ry Vv \7 \ = 50 RP179733 LEGEND ADJACENT BOUNDARY — —/; — — — EXISTING FENCE PROPOSED BOUNDARY EXISTING MINOR CONTOUR OO EXISTING KERB AND CHANNEL 67.0 EXISTING MAJOR CONTOUR —— — oF — EXISTING OVERHEAD ELECTRICITY XIE KAI EXISTING STORMWATER TO BE DEMOLISHED — —s5 —— ©— EXISTING SEWER AND SEWER MANHOLE oo PROPOSED SEWER AND MANHOLE —— yw — — EXISTING WATER gy — EXISTING STORMWATER PROPOSED EASEMENT BOUNDARY ——— EXISTING BUILDING PROPOSED SERVICES EXISTING FIRE HYDRANT cece ccc EEE PROPOSED GRATED TRENCH DRAIN EXISTING WATER METER PROPOSED CONCRETE PAVEMENT be EXISTING VALE AMAAAAAAN SEDIMENT FENCE EXISTING TREES ooooogoo STABILISED SITE ACCESS x EXISTING TREES TO BE DEMOLISHED ——_ PROPOSED PIT PROTECTION F Associated Job Nos Survey Data Scales CLIENT 31 OVERLANDER AVE, COOROY QLD 4563 |counct E Horiz. BRADLEY VOIGT Datum | AHO AUXILIUM EROSION AND SEDIMENT CONTROL PLAN | NOOSA SHIRE COUNCIL D | RESPONSE TO INFO REQUEST 07.02.24 Auxiliary Drg Nos| Horiz MGAQ4 ceheaETess ASSOCIATED CONSULTANTS C | AMENDED DRIVEWAY WIDTH 23.11.23 Td | zonese «| 2 i" 6m a - B | ISSUE FOR USE 13.10.25 Height | >) 499 187 Scale 1100 @AT © ABN 84 639 195 092 STATUS Job_No. A | (ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. - ws a Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey} creams Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 - DRAWN DESIGNED DATE . Revisions /Descriptions — Full Name and Position Title Date Books | SAS * RAS fF except where shown otherwise +61 423 415 419 CPEng Za QT QT 23 11 23 Drawing No. C250 D [email protected] | DATE: ol. Series Number 6 of 14
Page 7
200
RUNOFF
FORMED TOP WIDTH
150mm (MIN) 2 (MIN)
1
*
MINI
MUM
LENG
TH 1
200 MIN
0.0m
150-200
MIN
MIN
N
T H 2.0m MI
WI D
Page 8
RUNOFF
; FORMED TOP WIDTH \
DISPERSIVE SUBSOIL TO BE TREATED
WITH LIME OR GYPSUM TO ACID
INVESTIGATION REPORT
150 mm (MIN)
NON-DISPERSIVE SUBSOIL
(b) TRIANGULAR V-DRAIN WITH DOWN-SLOPE BANK
CONSTRUCTED DIMENSIONS OF TRIANGULAR V-DRAINS
DRAIN TYPE FORMED TOP WIDTH WITH OR FORMED DEPTH WITH OR
WITHOUT BANK WITHOUT BANK
Type-AV 2.0m 0.30 m
Type-BV 2.7m 0.45 m
Type-CV 3.9m 0.65 m
CATCH DRAINS - CD
fo POND SURFACE AREA (As)
NOTES:
MATERIALS:
ROCK: 150 TO 300mm EQUIVALENT DIAMETER, HARD, EROSION RESISTANT
ROCK.
SANDBAGS: GEOTEXTILE BAGS (WOVEN SYNTHETIC , OR NON-WOVEN
BIODEGRADABLE) FILLED WITH CLEAN COURSE SAND, CLEAN AGGREGATE,
OR COMPOST.
INSTALLATION (ROCK CHECK DAM):
1. REFER TO APPROVED PLANS FOR LOCATION AND INSTALLATION
DETAILS. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION
OR METHOD OF INSTALLATION CONTACT THE ENGINEER OR
RESPONSIBLE ON-SITE OFFICER FOR ASSISTANCE.
2. PRIOR TO PLACEMENT OF THE SEDIMENT TRAP, ENSURE THE DRAINAGE
CHANNEL IS DEEP ENOUGH TO PREVENT WATER BEING UNSAFELY
DIVERTED OUT OF THE DRAIN ONCE THE CHECK DAMS ARE INSTALLED.
3. LOCATE EACH ROCK CHECK DAM AS DIRECTED WITHIN THE APPROVED
PLANS, OR OTHERWISE AT SUCH A SPACING TO ACHIEVE THE REQUIRED
SEDIMENT TRAPPING OUTCOMES.
4. IF THE CHECK DAMS ARE ALSO BEING USED TO CONTROL EROSION
WITHIN THE DRAINAGE CHANNEL, THEN LOCATE EACH SUCCESSIVE
CHECK DAM SUCH THAT THE CREST OF THE IMMEDIATE DOWNSTREAM
DAM IS LEVEL WITH THE CHANNEL INVERT AT THE IMMEDIATE
UPSTREAM CHECK DAM.
5. CONSTRUCT EACH CHECK DAM TO THE DIMENSION AND PROFILE
SHOWN WITHIN THE APPROVED PLANS.
6. WHERE SPECIFIED, THE CHECK DAMS MUST BE CONSTRUCTED ON A
SHEET OF GEOTEXTILE FABRIC USED AS A DOWNSTREAM SPLASH PAD.
7. EACH CHECK DAM MUST BE EXTENDED UP THE CHANNEL BANK (WHERE
PRACTICABLE) TO AN ELEVATION AT LEAST 150mm ABOVE THE CREST
POND SURFACE AREA (As)
FIGURE 1 - PLACEMENT
OF ROCK FILTER DAM
INSTALLATION (COMPOST-FILLED SOCKS):
1. REFER TO APPROVED PLANS FOR LOCATION AND INSTALLATION
DETAILS. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION
OR METHOD OF INSTALLATION CONTACT THE ENGINEER OR
RESPONSIBLE ON-SITE OFFICER FOR ASSISTANCE.
2. PRIOR TO PLACEMENT OF THE SEDIMENT TRAP, ENSURE THE DRAINAGE
CHANNEL IS DEEP ENOUGH TO PREVENT WATER BEING UNSAFELY
DIVERTED OUT OF THE DRAIN ONCE THE CHECK DAMS ARE INSTALLED.
3. LOCATE EACH SOCK AS DIRECTED WITHIN THE APPROVED PLANS, OR
OTHERWISE AT SUCH A SPACING TO ACHIEVE THE REQUIRED SEDIMENT
TRAPPING OUTCOMES.
4. PLACE EACH SOCK TO THE LINES AND PROFILE SHOWN IN THE
APPROVED PLAN OR AS DIRECTED BY THE SITE SUPERVISOR.
5. ENSURE EACH SOCK EXTENDS UP THE CHANNEL BANKS (WHERE
PRACTICAL) TO A LEVEL AT LEAST 100mm ABOVE THE CREST LEVEL OF
THE CHECK DAM.
MAINTENANCE:
1. INSPECT EACH CHECK DAM AND THE DRAINAGE CHANNEL AT LEAST
WEEKLY AND AFTER RUNOFF PRODUCING RAINFALL.
2. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION
OCCURS BETWEEN AND OF THE CHECK DAMS, THEN CHECK THE
SPACING OF THE DAMS AND WHERE NECESSARY INSTALL
INTERMEDIATE CHECK DAMS OR A SUITABLE CHANNEL LINER.
CHECK FOR DISPLACEMENT OF THE CHECK DAMS.
4. CHECK FOR SOIL SCOUR AROUND THE ENDS OF EACH CHECK DAM. IF
SUCH EROSION IS OCCURRING, CONSIDER EXTENDING THE WIDTH OF
THE CHECK DAM TO AVOID SUCH PROBLEMS.
ww
INFLOW
——-« DRAIN
ZA
CHANNEL GRADE
LESS THAN 1% FOR
THE LAST 6m
SILL AT 0%
OPTIONAL EARTH BANK GRADE ieee
TO CONTROL FLOW AS
REQUIRED
S>=—
FLOW DIVERSION BANK
STABLE, WELL-VEGETATED, SHEET FLOW
DISPOSAL AREA - NOT FILL
SSeS este
(a) TYPICAL LAYOUT OF LEVEL SPREADER
FABRIC USED TO STABILISE
NEWLY FORMED AND
TEMPORARY STRUCTURES
AE
OUTLET SILL
| VARIABLE ALONG LENGTH OF SILL \
150mm
(MIN)
FABRIC BURIED
150mm (MIN)
(b) TYPICAL PROFILE OF THE THE OUTLET WEIR
NOTES: 2.
INSTALLATION:
1. REFER TO APPROVED PLANS FOR LOCATION, 3
DIMENSIONS AND CONSTRUCTION DETAILS. IF THERE
ARE QUESTIONS OR PROBLEMS WITH THE LOCATION,
DIMENSIONS OR METHOD OF INSTALLATION CONTACT
5. IF SEVERE SOIL EROSION OCCURS EITHER UNDER OR AROUND THE THE ENGINEER OR RESPONSIBLE ON SITE OFFICER FOR
CHECK DAMS, THEN SEEK EXPERT ADVICE ON AN ALTERNATIVE ASSISTANCE.
TREATMENT MEASURE. 2. WHEREVER PRACTICAL, LOCATE THE LEVEL S.
6. DE-SILT SEDIMENT TRAP IF SEDIMENT LEVEL EXCEEDS 1/3 THE CREST SPREADER ON UNDISTURBED, STABLE SOIL.
HEIGHT. 3. ENSURE FLOW DISCHARGING FROM THE LEVEL
7. DISPOSE OF COLLECTED SEDIMENT IN A SUITABLE MANNER THAT WILL
NOT CAUSE AN EROSION OR POLLUTION HAZARD.
REMOVAL:
1. WHEN CONSTRUCTION WORK WITHIN THE DRAINAGE AREA ABOVE THE 4.
CHECK DAMS HAS BEEN COMPLETED AND DISTURBED AREAS
SUFFICIENTLY STABILISED TO RESTRAIN EROSION, THE DAMS MUST BE
REMOVED, UNLESS THE SEDIMENT TRAPS ARE TO REMAIN AS A
PERMANENT FEATURE.
2. REMOVE COLLECTED SEDIMENT AND DISPOSE OF IN A SUITABLE
MANNER THAT WILL NOT CAUSE AN EROSION OR POLLUTION HAZARD.
3. REMOVE AND APPROPRIATELY DISPOSE OF ALL MATERIALS INCLUDING
ANY GEOTEXTILE FABRIC.
4. STABILISE THE DISTURBED CHANNEL WITH A LINING OF FABRIC AND 5.
ROCK OR ESTABLISH VEGETATION AS APPROPRIATE.
SPREADER WILL DISPERSE ACROSS A PROPERLY 6.
STABILISED SLOPE NOT EXCEEDING 10:1 (H:V) AND
SUFFICIENTLY EVEN IN GRADE ACROSS THE SLOPE TO
AVOID CONCENTRATING THE OUTFLOW. 7.
THE OUTLET SILL OF THE SPREADER SHOULD BE
PROTECTED WITH EROSION CONTROL MATTING TO
PREVENT EROSION DURING THE ESTABLISHMENT OF
VEGETATION. THE MATTING SHOULD BE A MINIMUM OF
1200mm WIDE EXTENDING AT LEAST 300mm
UPSTREAM OF THE EDGE OF THE OUTLET CREST AND
BURIED AT LEAST 150mm IN A VERTICAL TRENCH. THE
DOWNSTREAM EDGE SHOULD BE SECURELY HELD IN
PLACE WITH WIRE STAPLE AT LEAST 150mm LONG.
ENSURE THAT THE OUTLET SILL (CREST) IS LEVEL
FOR THE SPECIFIED LENGTH.
6. IMMEDIATELY AFTER CONSTRUCTION, TURF, OR SEED 2.
AND MULCH WHERE APPROPRIATE, THE LEVEL
SPREADER.
3.
MAINTENANCE:
1. INSPECT THE LEVEL SPREADER AFTER EVERY
RAINFALL EVENT UNTIL VEGETATION IS S.
ESTABLISHED.
AFTER ESTABLISHMENT OF VEGETATION OVER THE
LEVEL SPREADER, INSPECTIONS SHOULD BE MADE ON
A REGULAR BASIS AND AFTER RUN OFF PRODUCING
RAINFALL.
ENSURE THAT THERE IS NO SOIL EROSION AND THAT
SEDIMENT DEPOSITION IS NOT CAUSING THE
CONCENTRATION OF FLOW.
ENSURE THAT THERE IS NO SOIL EROSION OR
CHANNEL DAMAGE UPSTREAM OF THE LEVEL
SPREADER, OR SOIL EROSION OR VEGETATION
DAMAGE DOWNSTREAM OF THE LEVEL SPREADER..
INVESTIGATE THE SOURCE OF ANY EXCESSIVE
SEDIMENTATION.
MAINTAIN GRASS IN A HEALTH CONDITION WITH NO
LESS THAN 90% COVER UNLESS CURRENT WEATHER
CONDITIONS REQUIRE OTHERWISE.
GRASS HEIGHT SHOULD BE MAINTAINED AT A
MINIMUM 50mm BLADE LENGTH WITHIN THE LEVEL
SPREADER AND DOWNSTREAM DISCHARGE AREA,
AND A MAXIMUM BLADE LENGTH NO GREATER THE
ADJACENT GRASSES.
REMOVAL:
TEMPORARY LEVEL SPREADERS SHOULD BE
DECOMMISSIONED ONLY AFTER AN ALTERNATIVE
STABLE OUTLET IS OPERATIONAL, OR WHEN THE
INFLOW CHANNEL IS DECOMMISSIONED.
REMOVE COLLECTED AND DISPOSE OF IN A SUITABLE
MANNER THAT WILL NOT CAUSE AN EROSION OR
POLLUTION HAZARD.
REMOVE AND APPROPRIATELY DISPOSE OF ANY
EXPOSED GEOTEXTILE.
GRADE THE AREA AND SMOOTH IT OUT IN
PREPARATION FOR STABILISATION.
STABILISE THE AREA AS SPECIFIED ON THE
APPROVED PLANS.
LEVEL OF THE DAM. ROCK FILTER DAM - RCD LEVEL SPREADERS - LS
Associated Job Nos _Survey Dato Scales CLIENT 3 voIcT 31 OVERLANDER AVE, COOROY QLD 4563 |cource
oriz. RAI )L EY
D | RESPONSE TO INFO REQUEST 07.02.24 potum| CONSULTING EROSION & SEDIMENT CONTROL DETAILS | NOOSA SHIRE COUNCIL
Auxiliary Drg Nos|Horiz. | MGA94 ASSOCIATED CONSULTANTS
C | AMENDED DRIVEWAY WIDTH 23.11.23 ne | cones 1° 3 6 9m SHEET 2 OF 2 —
B | ISSUE FOR USE 13.10.23 Height | >) 409.187 —S——_ 1750 @Al © ABN 84 639 195 092 STATUS ob _No. -
A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. -
wa a. Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey] oneams Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20695 _—— | DRAWN DESIGNED DATE .
Revisions /Descriptions — Full Name and Position Title Date Books | SAS * RAMS fF except where shown otherwise +61 423 415 419 CPEng aa QT QT 23 11 23 Drawing No. C252 D
[email protected] | DATE: oll. Series Number 8 of 14
Page 9
NORTH
PROPOSED GRATED TRENCH DRAIN
PROPOSED 3.0m
WIDE DRIVEWAY
47
RP179733
PROPOSED GRATED TRENCH DRAIN
PROPOSED WATER
EXISTING SEWER PROPERTY PROPOSED ELECTRICITY
CONNECTION (DBYD)
YoVONV VN VON VV PES
PROPOSED TELSTRA
INDICATIVE GRATED DRAIN TO
VvNVN ANN NN
VX
STORWATER DRAINAGE CONNECTION
VV NOUN
YoVV VV V ANY VOVOVOVON ON ON NUN UN
AN NN NOV OUN UN NOUN UN UN
Mm VV VV VY NV AN YY VY VY NV VN NY NN NN NN
VN VN NN NN AN
LOT 2
A = 858m?
3.0m
SEWER EASEMENT
3.0m
SEWER EASEMENT
SEWER EASEMENT
N3W3SV4 YAMS,
———sw————sw-——-—-—S
——
EXISTING VEHICLE CROSSOVER TO BE
REMOVED AND REPLACED IN ACCORDANCE
WITH IPWEA STD DRG RS-049
EXISTING STORMWATER
Wo SW OO SW OO SW SW = SW OUTLET AND ADAPTOR
TO BE RELOCATION
— {| — q
—_—
INDICATIVE GRATED DRAIN
TO KERB OUTLET
EXISTING POOL
-\. VY VN
\
Vuv\7
CONSTRUCT NEW 1050DIA MANHOLE OVER \
EXISTING 150DIA SEWER IN ACCORDANCE
EXTENSION OF SEWER
RETICULATION MAIN
PROPOSED $1050
7
7
HK
wo'l
PROPOSED VEHICLE
CROSSOVER IN ACCORDANCE
WITH IPWEA STD DRG RS-049
OVERLANDER AVE
|
! 50
| SEWER MANHOLE RP179733
| WITH UNITY WATER APPROVAL
nN
|
LEGEND
ADJACENTBOUNDARY = i EXISTING MINOR CONTOUR
PROPOSED BOUNDARY 67.0 EXISTING MAJOR CONTOUR
OO — EXISTING KERB AND CHANNEL KX KK SIO EXISTING STORMWATER TO BE DEMOLISHED
—— — 06 — — —— EXISTING OVERHEAD ELECTRICITY
T PROPOSED TELSTRA
—_ —s5 —— ©— EXISTING SEWER AND SEWER MANHOLE
E PROPOSED ELECTRICITY
—— yw — — EXISTING WATER
—— — sw — — —— EXISTING STORMWATER W PROPOSED WATER
— EXISTING BUILDING 5 ——96- PROPOSED SEWER AND MANHOLE
EXISTING FIRE HYDRANT PROPOSED SERVICES
EXISTING WATER METER eee | PROPOSED STORMWATER PIPE
> EXISTING VALE CLELEIELILLILLLe) PROPOSED GRATED TRENCH DRAIN
EXISTING TREES PROPOSED EASEMENT BOUNDARY
— Of EXISTING FENCE PROPOSED CONCRETE PAVEMENT
— — JT — — —— EXISTING TELSTRA
F Associated Job Nos Survey Data Scales CLIENT 31 OVERLANDER AVE, COOROY QLD 4563 | “ounce
9
E Horiz. BRADLEY VOIGT
> | RESPONSE TO INFO REQUEST 070004 Datum} AND AUXILIUM SITEWORKS & SERVICES LAYOUT PLAN NOOSA SHIRE COUNCIL
Auxiliary Drg Nos|Horiz. | MGA94 coats ASSOCIATED CONSULTANTS
mM : 0 2 4 6m
C | AMENDED DRIVEWAY WIDTH 23.11.25 Grid ZONE56 bp Job N
B | ISSUE FOR USE 13.10.25 Height | >) 499 187 Scale 1100 @AT © ABN 84 639 195 092 STATUS op No.
A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. -
ws a Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey} casas Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 _—— | DRAWN DESIGNED DATE .
Revisions /Descriptions - Full Name and Position Title Date Books | SACS # PANES Ff except where shown otherwise +61 423 415 419 CPEng aa QT QT 23 11 23 Drawing No. C500 D
[email protected] DATE: oll. Series Number 9 of 14
Page 10
OVERLANDER AVE MATCH NEATLY INTO EXISTING PAVEMENT DESIGN SURFACE EXISTING SURFACE / ee wn t t — Mm ~ ~ fant faa) co ~ Mm in ial 2° ~ S Xn ° — Xn wn +} s/f = 0 ws xz a af af @ a a a > > > > > > > DATUM RL. 114.00 GRADE -3.15 %_-10.26_% 2.50 % 0150 % -1.06 % LENGTH 2.50 % HORIZONTAL ALIMNT R-48.3 ARC LENGTHS TAN 15.954 ARC 4.018 TAN 32.636 2 S S a 2 S tn om ° ~ + ° CUT/FILL S a S S S S S S S S oOo ' ' ' ' ' ' ' oO 1 oOo oO 2 a 23 gs ge 8 zB 3 & 2 2g DESIGN CENTRELINE un re f i un us uA tn tn us - - wn oe onl ~ t+ — ~ wn ~ an SS CS mn aon co N _ XO wn NATURAL SURFACE |& 3) Og “| Og a ti tc mA “|g 3s 2283 a & g 3 8 g J 8 CHAINAGE S | =] = S S S a S S = Oo N —t wm c —_ N mn mn —t wm wm DRIVEWAY LONGITUDINAL SECTION F Associated Job Nos — Survey Data , Scales / . CLIENT 3 voIcT 31 OVERLANDER AVE, COOROY QLD 4563 |<unc. E oriz. m Datu} mm AUXINIUM RADLEY DRIVEWAY LONGITUDINAL SECTION NOOSA SHIRE COUNCIL D | RESPONSE TO INFO REQUEST 07.02.24 - CONSULTING C | AMENDED DRIVEWAY WIDTH 23.11.23 | Axillary Org Nos] Horiz. MGA94 Scale 1:100 @A1 ASSOCIATED CONSULTANTS Grid ZONES6 0 0.2 0.4 0.6m Job No _ B | ISSUE FOR USE 13.10.25 Height |p) 109.137) ee | © ABN 84 639 195 092 STATUS A | ISSUE FOR REVIEW 02.10.23 Datum Scale 1:10 @A1 PIKKI ST JARO. BAULEKA SIGNATURE ISSUE FOR USE Contract No. - ws a. Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey] oneams Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 ~ DRAWN DESIGNED DATE . Revisions/Descriptions — Full Name and Position Title Date Books | smems# raves | except where shown otherwise +61 423 415 419 CPEng aa QT QT 93 11 93 Drawing No. C301 D [email protected] | _ DATE: oll. Series Number 10 of 14
Page 11
BOUNDARY BOUNDARY ze a > > = at a a a ao <= <= Zz = a a 5 Ss z z oO oO > D> e 2 3 g 3.0% 3.0% Lin 4 3.0% 3.0% 3.0% 3.0% DATUM R.L.112.00 DATUM R.L.112.00 DATUM R.L.112,00 FINISHED ale| g| alg FINISHED s/2£} S$} Sa FINISHED E/e| 2] Bis SURFACE LEVEL #/e} £/ sie SURFACE LEVEL ef} 2) os) f]u SURFACE LEVEL Ss] wf als EXISTING g/S| 5| sis EXISTING S/S) 2] Ble EXISTING Efe} 2) als SURFACE LEVEL 4/2) =) ele SURFACE LEVEL wp of Sf Bin SURFACE LEVEL 4i¢} 4) wis 1 -ea = Slat st sls OFFSET FROM S/2| 8) as OFFSET FROM a) A) Sf Bl OFFSET FROM 2/3) 8) Ss CONTROL LINE | CONTROL LINE ") CONTROL LINE CH 45.000 CH 15.000 CH 30.000 a z 4 4 & a ee is > > z z < <= <= <= a a D> ) Qa a 2 5 4 < g a Z s 5 5 2 2 A SURFACE 3 3 2 S a a 3.0% 3.0% 3.0% 3.0% ° ° ~~ 3.0% 3.0% 7 \ 3.5% 4.1% EXISTING SURFACE DATUM R.L.112.00 DATUM R.L.112.00 DATUM R.L.112,00 DATUM R.L.112.00 , ~ clo ~ mle) om) wel FINISHED S/S} £| Sls FINISHED =/§) 8) Ss FINISHED £) Ble) S/S FINISHED 2/8] 3] Sig SURFACE LEVEL ws} Sf les SURFACE LEVEL 4/4) sf glu SURFACE LEVEL 2) s/s) s/s SURFACE LEVEL S/o] wl ws = = ElEL le mim) =| ale EXISTING S/S} 8} sls EXISTING 2/2} S$} sé EXISTING S| sik! sig EXISTING se} 8) Ble SURFACE LEVEL fs) se] wis SURFACE LEVEL B/S) sf wl SURFACE LEVEL 6) s/s) s/s SURFACE LEVEL vio} ¥/ als = =| #/2/ 2|2 ~ sis] s| slg ala! sf sis z| sie! sis els] s] sis OFFSET FROM 2/2} Sf BIS OFFSET FROM Alt} Ss) Ale OFFSET FROM ~| 3/8} 2/4 OFFSET FROM =|2/ 3) Be CONTROL LINE mn CONTROL LINE yo CONTROL LINE CONTROL LINE CH 25.000 CH 40.000 CH 51.706 CH 10.000 > > a a > > o a <= <= a a < < a a < < a a z z a a z z 5 =) =s z 5 5 3 ° 5 5 o °o a a oS o a a a a 65% 5.0% —~ 3.0% 3.0% 3.0% 3.0% 34% 1.7% DATUM R.L.112.00 DATUM R.L.112,00 DATUM R.L.112.00 DATUM R.L.112,00 FINISHED 3/8} aye FINISHED eo} SB) Ble FINISHED 3/8} 8) sis FINISHED s|§} S| gis SURFACE LEVEL wie) 3 =) SURFACE LEVEL wfs} sf sl/e SURFACE LEVEL eis} 2) Sle SURFACE LEVEL 2l\4] =| s|z EXISTING 3/8} § S|5 EXISTING alg} =| S|5 EXISTING S/8} 8) Zs EXISTING S\5| &| sls SURFACE LEVEL a =) SURFACE LEVEL sls} 4) ele SURFACE LEVEL Bio) sf wale SURFACE LEVEL 2/2} 2] =z z/z| Ss ag Bla] sl sla alal 8] 3/x alzl sl sis OFFSET FROM ai=}| Nl OFFSET FROM a\=) Ss) ae OFFSET FROM SJ2) Sf Ble OFFSET FROM my) Sp aly CONTROL LINE mo CONTROL LINE yo CONTROL LINE mn CONTROL LINE yn CH 5.000 CH 20.000 CH 35.000 CH 50.000 F Associated Job Nos — Survey Data Scales CLIENT B VOIGT 31 OVERLANDER AVE, COOROY QLD 4563 |counce E oriz. RADI EY D | RESPONSE TO INFO REQUEST 070228 Datum] AUPALION DRIVEWAY CROSS SECTIONS NOOSA SHIRE COUNCIL Auxiliary Drg Nos|Horiz. | MGA94 coats ASSOCIATED CONSULTANTS C [AMENDED DRIVEWAY WIDTH 23.1123 |e orig | zoNese | : ; “i a - B | ISSUE FOR USE 13.10.25 Height |e 409.187 Scale 1100 @Al © ABN 84 639 195 092 STATUS Job No. A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. - z a Signatory: - RPEQ Full Name, Eng. Area and RPEQ No. or Survey | awsume | Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 _—— | DRAWN DESIGNED DATE . Revisions /Descriptions — Full Name and Position Title Date Books | SAS *RANES F except where shown otherwise +61 425 415 419 CPEng Za : QT QT 23 11 23 Drawing_No. C502 D [email protected] | DATE: TT. Series Number 11 of 14
Page 12
NORTH
0.80 3.05
47
RP179733
»
YovVN VW VY VV VY VN
\
-
\ VN VNONUAN
Vv VV VN VN VN NN NN
VV VN NV OVO UN VOY Y
WN VN ON UN NUN
LOT 2
A = 858m?
I
ba
wy
0.95 _|
3.05
1.20
5.20
OVERALL LENGTH
B99 VEHICLE (REALISTIC MIN RADIUS) (2004)
50
RP179733
OVERLANDER AVE
LEGEND:
5.200m VEHICLE BODY ENVELOPE
OVERALL WIDTH 1.940m WHEEL PATH
OVERALL BODY HEIGHT PT 0.3m OVERHANG
MIN BODY GROUND CLEARANCE 0.120m 3m
TRACK WIDTH 1.840m
LOCK-TO-LOCK TIME 4.00s
KERB TO KERB TURNING RADIUS 6.250m
F Associated Job Nos _Survey Data Scales CLIENT 3 vot 31 OVERLANDER AVE, COOROY QLD 4563 | ‘ounce
E oriz. RADI EY
> | RESPONSE TOD REST oma dotun| conse SWEPT PATH LAYOUT PLAN NOOSA SHIRE COUNCIL
C [AMENDED DRVEWAY WIDTH 23.11.23 | “tlory Org Nos] Mora, | ee LO 3 6 Om ASSOCIATED CONSULTANTS SHEET 1 OF 2
a -
B | ISSUE FOR USE 13.10.25 Height |p) 109.187 Scale 1150 @AI © ABN 84 639 195 092 STATUS Job_No.
A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO. BAULEKA SIGNATURE ISSUE FOR USE Contract No. -
wa a. Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 _—— | DRAWN DESIGNED DATE .
Revisions /Descriptions — Full Name and Position Title Date Books sco a except where shown otherwise +61 423 415 419 CPEng aa QT QT 23 11 23 Drawing No. C700 D
[email protected] | DATE: oll. Series Number 13. of = 14
Page 13
NORTH
|
|
|
| |
|
=< |
| | fj} —_
||
47 | 4
RP179733 ! |
=< |
| |
| oh
jo — —__
| |
| O |
| |
| |
| | - °
| | - L
| | : -
| | - -
| | ia Yo. YY VN
| | “£ 4
| | L :
| | | | ”
| | HV VVVNVAUAVNAVNAUN ALANA NV AS |
| | |
| | |
| | LOT 2 a
| A = 858m? |
| | |
| | |
| | |
| | 4
| |
| | |
PN | S
| © O | <
| | or
A Oo
z
| x
—!
| a
Lu
| >
| =)
50 4
0.80, 3.05 5, RP179733 |
| | | | !
fA le
PD
0.95 | 3.05 | 1.20
5.20
B99 VEHICLE (REALISTIC MIN RADIUS) (2004) LEGEND:
OVERALL LENGTH 5.200m VEHICLE BODY ENVELOPE
OVERALL WIDTH 1.940m WHEEL PATH
OVERALL BODY HEIGHT Pe OVERHANG
MIN BODY GROUND CLEARANCE 0.120m 0.3m
TRACK WIDTH 1.840m
LOCK-TO-LOCK TIME 4.00s
KERB TO KERB TURNING RADIUS 6.250m
F Associated Job Nos _Surey Data Scales CLIENT 3 vot 31 OVERLANDER AVE, COOROY QLD 4563 | ‘ounce
E oriz.
Datum} AHO AUSILIOMS RADLEY SWEPT PATH LAYOUT PLAN SHEET 2 OF 2] NOOSA SHIRE COUNCIL
D | RESPONSE TO INFO REQUEST 07.02.24 = CONSULTING ASSOCIATED CONSULTANTS
C | AMENDED DRIVEWAY WIDTH 23.11.23 Auxiliary Drg Nos] Horiz. MGA94 0 3 6 om
Grid ZONES6 (a | Job N -
B | ISSUE FOR USE 13.10.25 Height | >) 499 187 Scale 1150 @AT © ABN 84 639 195 092 STATUS ob _No.
A | ISSUE FOR REVIEW 02.10.23 Datum PIKKI ST JARO BAULEKA SIGNATURE ISSUE FOR USE Contract No. -
ws a. Signatory: — RPEQ Full Name, Eng. Area and RPEQ No. or Survey] ——oasume Dimensions shown in metres MAROOCHYDORE BC, QLD 4558 RPEQ #20693 _—— | DRAWN DESIGNED DATE .
Revisions /Descriptions - Full Name and Position Title Date Books | SARS sPwNES T except _where shown otherwise +61 423 415 419 CPEng aa QT QT 23.11.23 Drawing No. C701 D
[email protected] | DATE: ott. Series Number 4 of 14