Original source · versioned page text
Crocker & Associates Engineering Drawings
Attached to the e-mail RAL210026 Response to Information Request - 29 Currawong Crescent Peregian Beach.msg.
373
P93115
No.29
1,786m2
0 1 2 3 4 5 10m 15m 20m
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EXISTING SITE PLAN _
SCALE: 1: 250 A3
E DESIGNED K.N.C. ASSOCIATED CONSULTANTS EXISTING SITE PLAN SCALE AS SHOWN
5 DRAW AGH CROCKER dt ASSOCIATES PTY’ LTD | oe POSED RECONFIGURATION SHIT of 69608
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pa DATE REVISION XK Ere Key PH.(O7)54432908 FAX (07)54495157 for S. & K. DUNCAN 21/8698-1
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Page 2
Lot.31
931m2
Lot.32
854m2
0 1 2 3 4 5 10m 15m 20m
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Sar>
374
P93N15
No.27
Re ocaTED /
I TRATION 7
4
‘SEWER
LANDSCAPING / can
TESTING.
DRIVEWAY
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8 -RS-050
SW
INFILTRATION Ss
PIT. /
Ne.323
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SL72-MESHAD)_ ~~
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SAWCUT _BITUMEN
MATCH 10 EXISTING
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Currawong
STORMWATER INFILTRATION PIT
SILTY SAND SUBGRADE.
12.5m2 ATLANTIS MATRIX 3.5m x 3.5m
SINGLE TANK MODULE tm DEEP
GEOFABRIC LINED PIT
INFILTRATION & DETENTION
= 12,500 LITRE CAPACITY
SHEET OVEFLOW TO LANDSCAPING
| CERTIFY THAT THE DETAILS SHOWN ON THIS
DRAWING HAVE BEEN PREPARED UNDER MY
SUPERVISION TO CONFORM WITH UNITYWATER
& SCC POLICY & CURRENT BEST PRACTICE.
‘SIGNED:
DATED: OCTOBER 2021
ZX Epo hen
NAME OF SIGNATORY (PRINT):
KEN CROCKER
1:8 4:40 1:2
1:6
R.P.E.Q. No. 638
125thk CONCRETE SLAB
SL72_MESH (1)
125 SUB-BASE_ GRAVEL
SUBJECT TO SUBGRADE
TESTING.
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| S
3 5
S 3
EXISTING SLOPE 1:5.
6.2m °° EXISTING GROUND SURFAC
Me pe
‘15m | 15m psp 268m 435m |
1k
DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWG.
PROPOSED DRIVEWAY LOT.32
SCALE: 1:20 A3
DESIGNED K.N.C.
ASSOCIATED CONSULTANTS
OCT.21 | AMENDMENTS
E
D DRAWN ACW.
Cc DATE SEPT. 2021
B |MAR.22| AMENDMENTS APP’D
A
INDEX) DATE
REVISION
CROCKER & ASS
OCIATES PTY LID
CONSULTING CIVIL &
STRUCTURAL ENGINEERS
36 MAUD STREET,
MAROOCHYDORE.
PH.(07)54432988
FAX.(07)54435157
PROPOSED SITE PLAN
PROPOSED RECONFIGURATION
29 CURRAWONG CRESCENT
LOT. 373 P93115 PEREGIAN BEACH
for S. & K. DUNCAN
SCALE AS SHOWN
SHEET 2 OF 6 SHEETS
DWG. No.
21/8698-2
a
Page 3
Lot.31
931m2
0 1 2 3 4 5 10m
[OCR of page images]
REPLACE PAVERS WITH
125thk_ CONCRETE SLAB
NON SLIP SL72_MESH(T)
125 SUB-BASE_ GRAVEL
SUBJECT TO SUBGRADE
TESTING.
Boundary
EXISTING SLOPE 10.6%
| EXISTING SLOPE 23.2%
10m
Currawong
Cres
6.5m
ae
GARAGE
FL, JO275
SS DATUM. 220m... | |
_—— | 15m | 15m bsp 3.0m | 6.0m 3.92m
~LONS Sb, SAWCUT BITUMEN 12.5% ' 25% 18.18% 24.4% 3.8%
¥ OS SOSSS MATH TO ENSTING 440 1:20 1:55 1k 1:26
% o SS
: : 25 DRIVEWAY IN ACCORDANCE WITH RS-050 IPWEA STD DWG.
\ CONERETE = DRIVEWAY LONG SECTION LOT.31
ae \ DRIVEWAY SCALE: 1: 100 A3
a TO RS-049
TN ~&_RS-050
tin
“S35 DRIVEWAY LOT.31. +
° i i i ay ; SCALE: 1: 100 A3 ‘er .
DESIGNED KN. | ASSOCIATED CONSULTANTS PROPOSED DRIVEWAY 10 LOT.3I SCALE AS SHOWN
DRAWN ACW. CROCKER & ASSOGATES PTY’ LID PROPOSED RECONFIGURATION SHEET 3 OF 6 SHEETS
CONSULTING CIVIL &
= MAR, 2022 STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT DWG. No.
36 MAUD. STREET, LOT. 373 P93115 PEREGIAN BEACH 71/8698-3
DATE REVISION PH.(07)54432988 —-FAX.(07)54435157| for S. & K, DUNCAN
Page 4
SIDE PROPERTY
BOUNDARY
FLOW
Lot.31
FOOTPATH PROPERTY
931m2
Lot.32
854m2
0 1 2 3 4 5 10m 15m 20m
[OCR of page images]
SIDE PROPERTY
BOUNDARY
APPROVED PLASTIC METER BOX 3 6 0
\Valve Meter
Hard | oa m4
z f
Fee _ [CREAN Poly Pipe fo extend 600mm min, outside
- Meter Box & sealed|with Duct Tape.
FLOW
500
FOOTPATH PROPERTY
bg
WATER METER DETAIL PLAN VIEW
374
POSNIS
No.27
. PROVIDE METER & STOP VALVE,
oN in Footpath FOR LOT. 31.
REE. SEQ-WAT-108-3 ~}-
\
“oy \
™— 5 \
x .
Ss nove, Estng HCB ™. & METER TO BE RECONNECTED
e ~S sya Sonry Fourrwaree 10 Provoe 10732~- S Se 107.32
: PHO * peti i a, Pac
See ee S BY UNITYWATER SUPERVISION TO CONFORM WITH UNITYWATER
_ AT DEVELOPERS EXPENSE & SCC POLICY & CURRENT BEST PRACTICE.
x + HCB Details SIGNED:
RY gene Tam KZ Epo hey
‘ ; DATED: OCTOBER 2021
~ Yas IL.285
Se = NAME OF SIGNATORY (PRINT): KEN CROCKER
a
~ R.P.E.Q. No. 638
EXISTING WATER.
PROPOSED SANITARY DRAINAGE
EXIS TING SEWER
’ SANITARY DRAIN & WATER LAYOUT PLAN
27 SCALE: 1: 250 A3
PROVIDE DN20
APPROVED TAPPING BAN
& BALL VALVE.
Water Connection by
Unitywater at Developets Expense.
10m 15m 20m
| | J
a ; — ee
1
wo
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on
WN / ae E ‘ I I 1
E DESIGNED KN. ASSOCIATED CONSULTANTS SANITARY DRAINAGE & WATER LAYOUT PLAN SCALE AS SHOWN
D DRAWN ACW. CROCKER & ASSOCIATES Pry LD PROPOSED RECONFIGURATION SHEET 4 OF SHEETS
c = SEPT.202 STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT DWC. No.
[tea ENTS of AUD, SET LOT. 373 P9315 PEREGIAN BEACH 21/8698-4
INDEX) DATE REVISION PH.(07)54432988 FAX.(07)54435157 for S. & K. DUNCAN ;
Page 5
Lot.31
931m2
Lot.32
854m2
0 1 2 3 4 5 10m 15m 20m
[OCR of page images]
Ne.323
blo
SEDIMENT & EROSION PLAN
COMPLY WITH REGULATIONS. CONTROL EROSION &
OBJECTIVE / TARGET SEDIMENT TRANSPORT DURING CONSTRUCTION
SITE FOREMAN TO INSPECT & PROVIDE CONTROL
5 MANAGEMENT STRATEGY | se acupes To PREVENT EROSION & SEDIMENT FLOWS
37
TASKS / ACTIONS ERECT SEDIMENT BARRIERS & FENCES & CHECK DAMS
AROUND GULLY PITS AS SHOWN ON DRAWINGS.
SITE FOREMAN TO CHECK EROSION & SEDIMENT FLOW
PERFORMANCE INDICATORS!
& CHECK DAMS AT GULLY PITS AFTER RAIN.
SITE FOREMAN TO MONITOR AFTER ALL HEAVY RAIN.
FREQUENCEY / DEADLINE
RESPONSIBLE PERSON CONTRACTOR &CONTRACTORS SITE FOREMAN
ORGANISATION
REPORTING / REVIEW SITE WORKMEN TO ADVISE FOREMAN OF ANY
BARRIERS REQUIRING REPAIR.
CORRECTIVE ACTIONS SITE FOREMAN TO REPAIR CONTROLS & PROVIDE
EXTRA BARRIERS & CHECK DAMS AS REQUIRED.
WIRE OR STEEL MESH
OTEXTILE
DISTURBED BED FILTER
FABRIC
DIRECTION OF FLOW
” “posts DRIVEN
0.6m INTO GROUND
< UNBIS FURBED AREA
SEDIMENT FENCE
| CERTIFY THAT THE DETAILS SHOWN ON THIS
DRAWING HAVE BEEN PREPARED UNDER MY
SUPERVISION TO CONFORM WITH UNITYWATER
& SCC POLICY & CURRENT BEST PRACTICE.
Q SIGNED: Ze Zoo e hen
= DATED: OCTOBER 2021
9
INAME OF SIGNATORY (PRINT): KEN CROCKER
R.P.E.Q. No. 638
7
EROSION & SEDIMENT MANAGEMENT PLAN
SCALE: 1: 250 A3
ASSOCIATED CONSULTANTS
E DESIGNED _ K.N.C.
D DRAWN A.C.W.
C DATE SEPT. 2021
B APP’D
A {0CT.21_ | AMENDMENTS
INDEX] DATE REVISION
CROCKER t ASSOCIATES PTY LID
CONSULTING CIVIL &
STRUCTURAL ENGINEERS
36 MAUD STREET,
MAROOCHYDORE.
PH.(07)54432988 FAX.(07)54435157
0123 45 10m 15m 20m
HEHE Ht t t |
EROSION & SEDIMENT MANAGEMENT PLAN SCALE AS SHOWN
PROPOSED RECONFIGURATION SHEET_5 OF _6 _ SHEETS
DWG. No.
29 CURRAWONG CRESCENT
LOT. 373 P93115 PEREGIAN BEACH 71/8698-5
for S. & K. DUNCAN i
Page 6
Lot.31
931m2
Lot.32
854m2
0 1 2 3 4 5 10m 15m 20m
[OCR of page images]
374
POSNIS
No.27
© EXISTING SANITARY DRAINAGE & INTERNAL WATER =f
LOCATIONS TAKEN FROM PLUMBER SKETCHES
EXACT LOCATIONS SHOULD BE DETERMINED
FROM CAREFUL POTHOLING.
PROVIDE METER & STOP VALVE,
in Footpath FOR LOT. 31
“REF. SEQ-WAT-1108-3
DISCONNECT & REMOVE
THIS SECTION OF WATER RETIC. Ope
0 WATER vee Ss Zo
NEW 920. WAR reer = .
eet SANTA ORAN > —~ / OS 4
~ \ BROVIDE NEW #100 4S L
™,, \ S56, 2 j = .
=~ Ss ~
SSN, _— wor ng 1 ~e & METER TO BE RECONNECTED
. DISCONNECT: & REMOVE ~
. =. J "ZWVo EXIST. SAN.ORAIN / ~ a TO SERVICE LOT-32
BO SW. PIT
< ~ /
\ eae
% . en = Im
mA ie
mS as
\
EXISTING WATER.
EXISTING SANITARY. DRAINAGE
PROPOSED SANITARY DRAINAGE
EXISTING _ SEWER
—a Se §
INTERNAL PLUMBING CHANGES
SCALE: 1: 250 A3
PROVIDE DN20
APPROVED TAPPING BAN
& BALL VALVE.
Water Connection by
Unitywater at Developers Expense. me Zz ‘ 9 i 2 3 ‘ $ 40m ism 2om
E DESIGNED K.N.C. ASSOCIATED NSUTNTS 7 = = - INTERNAL PLUMBING CHANGES SCALE AS SHOWN
D DRAWN AGW! CROCKER & ASSOCIATES Pry LD) DROPOSED RECONFIGURATION SECT 6 OF 6 SHES
c = SEPT.202 STRUCTURAL ENGINEERS 29 CURRAWONG CRESCENT DWC. No.
B 96 MAUD STREET, LOT. 373 P93115 PEREGIAN BEACH 21/8698-6
INDEX] DATE REVISION PH.(07)54432988 FAX.(07)54435157| for S, & K. DUNCAN