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civil
V
W
W
N PROVIDE ASPHALT 45° PROVIDE 600mm WIDE CONCRETE DISH
ANGLED PARKING AND LINE
V
DRAIN TO EDGE OF WIDENING MAKING
W
MARKING IN ACCORDANCE SMOOTH ON GRADE TRANSITIONS TO
W
WITH AS2890. EXISTING INVERT 0.00
PROVIDE NEW 6.0m WIDE CONCRETE
DRIVEWAY CROSSOVER GENERALLY SW
PROVIDE 'SM3' TYPE KERB TO
W
IN ACCORDANCE WITH IPWEA RS-051 SW
V
ON STREET PARKING AREA SW
W
AS PER NSC STD DWG RS-080 SW
SW
SW
SW
A-3
SW
W
SW
107.321m
V
W
PROVIDE SMOOTH
TRANSITION TO EXISTING
KERB 107.623m
W
107.815m S
SW
107.5
W
S
V
PROVIDE KERB RAMP AS 108.081m S
107.409m
S V
108.174m
PER NSC STD DWG SD:9006. S V
S
107.603m
V
S
W
S
V
V
SW
W
S
V
S V
S V
107.864m S
5
V
.0
0m
V
108.016m
10.00
107.
8
5.4
W
10
V
108.173m V
SW
W
108.332m
V
V
V
S
V
V 6.00
108.623 5 . 107.906m V
107.663m W
W
2.
08 107.994m V W
108.224m 107.723m
SW
1 W
W
60 V
V W
108.380m
W
2.0m WIDE CONCRETE FOOTPATH W
107.901m
V
V
W
S
FOR LENGTH OF STREET FRONTAGE. V
REFER NSC STD DWG RS-065 FOR 108.546m W
107.750m
108.165m
V
V W
DETAIL. W
107.812m
SW
W
W
V
V
108.528m W
107.746m PROVIDE WHEELSTOPS TO PARKS
W
W
108.010m
2.0m
IN ACCORDANCE WITH AS2890.1
S
W
V
107.799m
2.40
W
108.775m W 108.5
W
107.731m
V
W
SW
2.60
V W
107.991m
W
109.0
W
S
V
2.40
V
SW
V
20.00
W
2.60
S
V
6.00
2.60
STAFF
109.0
A-2
V
SW
107.686m
109.0
107.871m
W
PROVIDE 45° ANGLE
2.40
S
PARKING FRONT IN SIGNAGE
AT BOTH ENDS.
2.60
STAFF
108.0
FALL DRIVEWAY TOWARDS
SW
BIOGARDEN AT NOMINAL 1%
W
S
2.40
LEGEND
109.0
STAFF
2.60
SW
107.643m
S
107.825m
PROPOSED HEAVY DUTY CONCRETE DRIVEWAY
2.40
175mm N32 WITH SL72 MESH AT 50mm TOP COVER 5.0m
NOMINAL 100mm TYPE 2.3 ROAD BASE BELOW
STAFF
SW
2.50
PROPOSED PEDESTRIAN FOOTPATH
108.5
S
MIN 100mm N32 CENTRAL SL72 MESH 30.00
2.40
AS PER NSC STD DWG RS-065
107.613m
PROPOSED ON STREET PARKING 107.5
107.794m 107.667m
SW
40mm AC14 WITH PRIME SEAL
2.40
MIN 250mm TYPE 2.1 BASE COURSE
S
LOCALLY SHAPE DRAINAGE
107.705m EASEMENT WITH MIN 0.5% GRADE
A-1
FROM OVERFLOW CHANNEL TO
PROPOSED BIORETENTION 107.664m PROVIDE FLOW PATH FOR RUNOFF
107.780m 107.705m
SW
33.40
S
PROPOSED STORMWATER DRAINAGE
109.0
PROPOSED FIELD INLET PIT
S
BUNDED BIN ENCLOSURE WITH SUMP
PROPOSED MANHOLE PROVIDE PWD SIGNAGE, LINE MARKING OUTLET TO SEWER TO HYDRAULIC
AND BOLLARD TO SHARED SPACE IN ENGINEERS SPECIFICATION
ACCORDANCE WITH AS2890.6
S
PROPOSED STORMWATER TANK
CONCRETE DISH DRAIN
S
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
GRATED TRENCH DRAIN
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
S
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
S
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
S
48 ELM STREET PROPOSED LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 25/05/23 RFI UPDATE BP BP BP COOROY, 4570, QLD BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
S
01 09/02/23 OPW ISSUE BP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng NER MIEAUST
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 25/05/23
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220206 A1 02
S
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