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NOT TO SCALE--
------
NTS
18146 DA1.01 1
SSD APPLICATIONCOVER SHEET, LOCALITY PLANAND DRAWING SCHEDULE
SNACKBRANDS, LOT 7, FIRSTESTATE, MAMRE ROAD, ORCHARDHILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
1
SK
ISSUE FOR SSD APPLICATION
31.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
July 31, 2018PLOT DATEPAGE
A1
SNACKBRANDS, LOT 7, FIRST ESTATE, MAMRE ROAD,
ORCHARD HILLS
CONCEPT STORMWATER MANAGEMENT
1. ALL WORKS ARE TO BE UNDERTAKEN IN ACCORDANCE WITH LOCALCOUNCIL, AUSTRALIAN AND AUTHORITY STANDARDS.
2. ALL TRENCHING WORKS ARE TO BE RESTORED TO ORIGINAL CONDITION.3. THE INTEGRITY OF ALL EXISTING AND NEW SERVICES IS TO BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.4. ALL PLANS ARE TO BE READ IN CONJUNCTION WITH APPROVED
ARCHITECTS, STRUCTURAL ENGINEERS AND OTHER CONSULTANT'SPLANS. ANY DISCREPANCIES ARE TO BE NOTIFIED TO THE ENGINEER FORCLARIFICATION.
SITE WORKS - GENERAL1. ALL WORKS ARE TO BE UNDERTAKEN IN A SAFE MANNER IN
ACCORDANCE WITH ALL STATUTORY AND INDUSTRIAL RELATIONREQUIREMENTS.
2. ACCESS TO ADJACENT BUILDINGS AND PROPERTIES SHALL BEMAINTAINED AT ALL TIMES.
3. WHERE NECESSARY SAFE PASSAGE SHALL BE PROVIDED FOR VEHICLESAND PEDESTRIANS THROUGH OR ADJACENT TO THE SITE.
SITE WORKS - ACCESS AND SAFETY
1. THE CONTRACTOR SHALL INSTIGATE ALL SEDIMENT AND EROSIONCONTROL MEASURES IN ACCORDANCE WITH PENRITH CITY COUNCILREQUIREMENTS AND THE "BLUE BOOK" (MANAGING URBAN STORMWATERSOILS AND CONSTRUCTION, PRODUCED BY THE DEPARTMENT OFHOUSING). THESE MEASURES ARE TO BE REGULARLY INSPECTED ANDMAINTAINED.
2. THE SEDIMENT & EROSION CONTROL PLAN PRESENTS CONCEPTS ONLY,THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE FOR THEESTABLISHMENT & MANAGEMENT OF A DETAILED SCHEME MEETINGCOUNCIL'S DESIGN, AND ALL OTHER REGULATORY AUTHORITYREQUIREMENTS.
3. WHERE PRACTICAL, THE SOIL EROSION HAZARD ON THE SITE SHALL BEKEPT AS LOW AS POSSIBLE. TO THIS END, WORKS SHOULD BEUNDERTAKEN IN THE FOLLOWING SEQUENCE:
a. INSTALL ALL TEMPORARY SEDIMENT FENCES AND BARRIER FENCES.WHERE FENCES ARE ADJACENT TO EACH OTHER THE SEDIMENTFENCE CAN BE INCORPORATED INTO THE BARRIER FENCE.
b. CONSTRUCT TEMPORARY STABILISED SITE ACCESS. INCLUDINGSHAKE DOWN AND WASH PAD.
c. INSTALL SEDIMENT CONTROL MEASURES AS OUTLINED ON THESESEDIMENT AND CONTROL PLANS (ONCE APPROVED)
4. THE CONTRACTOR SHALL UNDERTAKE SITE DEVELOPMENT WORKS SOTHAT LAND DISTURBANCE IS CONFINED TO AREAS OF MINIMUMWORKABLE SIZE.
5. AT ALL TIMES AND IN PARTICULAR DURING WINDY AND DRY WEATHER,LARGE, UNPROTECTED AREAS WILL BE KEPT MOIST (NOT WET) BYSPRINKLING WITH WATER TO KEEP DUST UNDER CONTROL. TACIFIERSMAY BE USED TO CONTROL DUST DURING EXTENDED PERIODS OF DRYWEATHER.
6. ANY SAND USED IN THE CONCRETE CURING PROCESS (SPREAD OVER THESURFACE) SHALL BE REMOVED AS SOON AS POSSIBLE AND WITHIN 10WORKING DAYS FROM PLACEMENT.
7. WATER SHALL BE PREVENTED FROM ENTERING THE PERMANENTDRAINAGE SYSTEM UNLESS THE CATCHMENT AREA HAS BEENSTABILISED AND/OR ANY LIKELY SEDIMENT HAS BEEN FILTERED OUT.
8. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES SHALL BEREMOVED ONLY AFTER THE LANDS THEY ARE PROTECTING ARESTABILISED / REHABILITATED.
9. THE CONTRACTOR SHALL ALLOW FOR THE ESTABLISHMENT OF ANYOTHER EROSION PROTECTION MEASURES. (IF APPLICABLE).
10.THE CONTRACTOR SHALL REGULARLY INSPECT (MINIMUM TWICE PERWEEK) ALL EROSION AND SEDIMENT CONTROL MEASURES TO ENSURETHEY ARE OPERATING EFFECTIVELY. REPAIRS AND/OR MAINTENANCESHALL BE UNDERTAKEN REGULARLY AND AS REQUIRED, PARTICULARLYFOLLOWING STORM EVENTS.
11.ACCEPTABLE RECEPTORS SHALL BE USED FOR CONCRETE AND MORTARSLURRIES, PAINTS, ACID WASHINGS, LIGHT-WEIGHT WASTE MATERIALSAND LITTER. WASTE FROM THESE RECEPTORS SHALL BE DISPOSED OF INACCORDANCE WITH REGULATORY AUTHORITY REQUIREMENTS. PAY ALLFEES AND PROVIDE EVIDENCE OF SAFE DISPOSAL.
SEDIMENT AND EROSION CONTROL
1. LEVELS BASED ON ESTATE INFRASTRUCTURE PLANS PREPARED BYCOSTINROE CONSULTING, Ref: 12042.00 & SURVEY PREPARED BY BOXALLSURVEYORS Ref: 10116. THE CONTRACTOR SHALL VERIFY LEVELS PRIORTO CONSTRUCTION COMMENCEMENT, ANY DISCREPANCIES SHALL BENOTIFIED TO THE ENGINEER OR SUPERINTENDENT FOR CLARIFICATION.
2. FINISHED LEVELS SHOWN ARE CONCEPTUAL ONLY AND SUBJECT TODETAILED DESIGN PRIOR TO CONSTRUCTION CERTIFICATE APPLICATION.FINAL FINISHED LEVELS TO BE +/- 0.5m FROM LEVELS SHOWN.
3. CARPARK & SERVICE AREA LAYOUT AND GRADES TO COMPLY WITHAS2890.
4. DRIVEWAY LAYOUT AND DESIGN TO COMPLY WITH PENRITH CITYCOUNCIL ACCESS DRIVEWAY DESIGN AND CONSTRUCTION SPECIFICATION.
5. ALL CONTOUR LINES & SPOT LEVELS INDICATE FINISHED PAVEMENTLEVELS U.N.O. ON PLAN.
6. PERMANENT BATTER SLOPES ARE TO HAVE A MAXIMUM GRADE OF1V:3H.
7. ALL FOOTPATHS ARE TO FALL AWAY FROM THE BUILDING AT 2.5%NOMINAL. GRADE.
8. ALL PAVEMENTS ARE TO BE SET AT 50mm BELOW THE FINISHED FLOORLEVEL OF THE WAREHOUSE AND OFFICE AREAS.
FINISHED LEVELS
1. ALL WORKS ARE TO BE UNDERTAKEN IN ACCORDANCE WITH THEFOLLOWING AUSTRALIAN STANDARDS AS2032, AS3500 AND AS3725 ASA MINIMUM.
2. ALL PIPES LESS THAN OR EQUAL TO Ø300mm IN SIZE ARE TO BESOLVENT WELD-JOINTED UPVC CLASS SN6 U.N.O.
3. ALL PIPES Ø375mm OR GREATER IN SIZE ARE TO BE MIN. CLASS 2REINFORCED CONCRETE PIPE (RCP) WITH SPIGGOT AND SOCKETED JOINTOR VANTAGE PIPE PLUS (VPIPE+) FIBRE REINFORCED CONCRETE (FRC)WITH VANTAGE PIPE PLUS JOINT U.N.O.
4. ALL PIPES ARE TO BE LAID AT MIN. 1.0% GRADE U.N.O.5. PIPE BEDDING IS TO BE HS2 UNDER ROADS AND TRAFFICKED AREAS
AND SHALL BE H2 IN LANDSCAPED AND PEDESTRIAN TRAFFICKEDAREAS U.N.O.
6. ALL PIPE BENDS AND JUNCTIONS ARE TO BE MADE WITH EITHERPURPOSE MADE FITTINGS OR STORMWATER DRAINAGE PITS.
7. MINIMUM COVER FROM THE OBVERT OF THE STORMWATER PIPE OF300mm IS TO BE PROVIDED IN LANDSCAPED AREAS AND 600mm INVEHICULAR TRAFFICKED AREAS U.N.O.
8. WHERE MINIMUM COVER CANNOT BE ACHIEVED CONCRETE ENCASEMENTOF THE AFFECTED PIPE IS MAY BE UNDERTAKEN WITH 20MPaCONCRETE WITH A MIN. COVER OF 150mm TO ALL SIDES OF THE PIPE.THE CONTRACTOR SHALL CONFIRM THIS REQUIREMENT WITH THEENGINEER OR SUPERINTENDENT.
9. LAID PIPELINES ARE TO HAVE THE FOLLOWING CONSTRUCTEDTOLERANCES:a. HORIZONTAL-1:300 ANGULAR DEVIATION FROM REQUIRED ALIGNMENT;b. VERTICAL-1:300 ANGULAR DEVIATION FROM REQUIRED ALIGNMENT.
10. ALL DRAINAGE PITS ARE TO BE CAST IN-SITU, PRECAST DRAINAGEPITS MAY BE USED WITH APPROVAL FROM THE ENGINEER. THECONTRACTOR SHALL SUBMIT A PRECAST PIT INSTALLATION WORKMETHOD STATEMENT FOR ASSESSMENT BY THE ENGINEER FORAPPROVAL.
11. DRAINAGE PIT COVERS ARE TO BE EITHER GALVANISED STEEL ORCAST IRON CLASS 'B' IN LANDSCAPED AND PEDESTRIAN TRAFFICKEDAREAS AND CLASS 'D' IN ALL VEHICULAR TRAFFICKED AREAS U.N.O.
12. DRAINAGE PIT COVERS ARE TO BE 'HEELSAFE' TYPE IN ALLPEDESTRIAN TRAFFICKED AREAS U.N.O.
13. EXISTING STORMWATER PIT LOCATIONS AND INVERT LEVELS TO BECONFIRMED PRIOR TO COMMENCING WORKS ON SITE.
14. PROVIDE CLEANING EYES (RODDING POINTS) TO PIPES AT ALL CORNERSAND T-JUNCTIONS WHERE NO PITS ARE PRESENT.
15. DOWN PIPES CONNECTED DIRECT TO PIPES TO BE CONNECTED AT 45°TO THE FLOW DIRECTION WITH A CLEANING EYE PROVIDED AT GROUNDLEVEL.
STORMWATER
DRAWING SCHEDULE
Sheet Number Sheet Title
DA1.01 COVER SHEET, LOCALITY PLAN AND DRAWING SCHEDULEDA2.01 CONCEPT SEDIMENT AND EROSION CONTROL MANAGEMENT PLANDA2.02 CONCEPT SEDIMENT AND EROSION CONTROL DETAILSDA4.01 CONCEPT PAVEMENT GRADING & STORMWATER DRAINAGE PLAN SHEET 1DA4.02 CONCEPT PAVEMENT GRADING & STORMWATER DRAINAGE PLAN SHEET 2DA4.03 CONCEPT PAVEMENT GRADING & STORMWATER DRAINAGE PLAN SHEET 3DA4.04 CONCEPT PAVEMENT GRADING & STORMWATER DRAINAGE PLAN SHEET 4DA4.05 CONCEPT PAVEMENT GRADING & STORMWATER DRAINAGE PLAN SHEET 5DA5.11 CONCEPT TYPICAL SECTIONS SHEET 1DA5.12 CONCEPT TYPICAL SECTIONS SHEET 2
LOCALITY PLANNOT TO SCALE - SOURCE: NEARMAP
PROPOSED DEVELOPMENT
B O U N D A R Y
B O U N D A R YB O U N D A R Y
B O U N D A R Y
B O U N D A R Y
L E A S E B O U N D A R Y
L E A S E B O U N D A R Y
L E A S E B O U N D A R Y
M A M R E R O A D
18
50
02
04
30
99
20
11
30
01
13
00
11
30
01
13
00
11
30
01
13
00
11
30
01
13
00
11
30
08
85
0
15
95
50
11
05
02
50
00
25
00
02
50
00
25
00
02
50
00
308253015530825
92100 117100
11300 11300 11300 11300 11300 11300 11300 10452
12
53
00
40
00
01
19
70
0
7850 9360 11550 11550 11550 11550 10740 11300 11300 11300 11300
19
26
5
14400
12700
97
70
46
60
48
35
FS35.100FS34.750
FS34.900
FS35.300FS35.300
FALL% 5.0
FFL35.500
FS35.300
FS35.300
FS35.300
FS35.100FS35.150
FS35.300
FS35.150
FS35.300
FS35.150
FS35.300
FS35.150
FS36.500
FS35.300
FALL% 5.0
FS35.450
FS35.500
FS36.500
FS35.600FS36.050
FS35.150
FS35.350FS35.050
FS35.500
FS36.000FS36.300
FS35.450
FS35.450
FS35.450
FS36.500
36.000
36.300
36.20036.100
35.90035.800
36.000
36.300
36.20036.100
35.900
35.800
35.700
35.600
35.400
35.50036.30036.500FS36.350
35.300 35.200
35.300
35.200
35.200 35.200 35.200
35.20035.100
35.300 35.300
35.300
35.000
34.900
34.800
VCVC
eRL35.300eRL35.700
FS35.050
FS35.050FS35.100
34.800
FS34.700
34.800
34.800
34.700
34.900
35.000
35.400
35.100
35.200
35.300
35.500
35.600
35.200
35.100
35.30035.700
34.70034.70034.700
34.80034.800
34.80034.800
34.800 34.800
34.800
34.800
34.80034.800
34.800
34.800
35.200
FS35.450
35.060
TOK35.620IOK35.470
TOK35.620IOK35.470
TOK35.015IOK34.865
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK34.932IOK34.782
TOK34.950IOK34.800
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
34.800
TOK35.050IOK34.900
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.930IOK34.780
TOK34.900IOK34.750
TOK35.445IOK35.295
TOK35.050IOK34.900
TOK34.950IOK34.800
TOK35.015IOK34.865
TOK34.825IOK34.675
TOK34.825IOK34.675
TOK34.800IOK34.650
TOK34.800IOK34.650
TOK34.800IOK34.650
TOK34.800IOK34.650
FFL35.100
eRL35.400eRL35.500
eRL35.600eRL35.550
FS35.050
FS35.050
FS35.050
FS35.050FS35.050
FS35.135FS35.000
FS35.000
FS35.350FS35.350
FS35.450
FS35.255
LEGEND
-5.0 TO -2.5m
-2.5 TO -1.5m
-1.5 TO -1.0m
-1.0 TO -0.75m
-0.75 TO -0.5m
-0.5 TO -0.25m
-0.25 TO -0.1m
-0.1 TO 0.0m
CUT:
0.0 TO 0.1m
0.1 TO 0.25m
0.25 TO 0.5m
0.5 TO 0.75m
0.75 TO 1.0m
1.0 TO 1.5m
1.5 TO 2.5m
2.5 TO 5.0m
FILL:
NOTES1. CUT TO FILL DEPTHS SHOWN ARE CONCEPTUAL ONLY AND BASED
ON LEVELS SHOWN ON ESTATE INFRASTRUCTURE PLANS APPROVEDUNDER SSD 15_7173 AS PREPARED PREPARED BY COSTINROECONSULTING, REF: 12042.00.
2. VOLUMES DETAILED BELOW DO NOT TAKE INTO ACCOUNT BULKING& COMPACTION OF THE MATERIAL, DETAILED EXCAVATION FORSERVICES TRENCHING & FOUNDATIONS AND BACKFILL FORRETAINING WALL CONSTRUCTION.
STAGE 1:
CUT - 16,230m³FILL - 430m³EXPORT - 15,800m³
STAGE 2:
EXPORT OF 15,800m³ FROM STAGE 1 WORKS TO BE PLACED WITHIN STAGE 2 AREA
3. VOLUMES BASED ON THE FOLLOWING PAVEMENT THICKNESSESTAKEN FROM FINISHED SURFACE AS SHOWN ON DA4.01-DA4.05PLANS.
HARDSTAND PAVEMENT AND SUBBASE= 280mmCARPARKING PAVEMENT AND SUBBASE = 280mmBUILDING SLAB AND SUBBASE = 260mmHIGH BAY BUILDING PAD = 800mm
METERS
0 10 20 30 40 50 60 70 80
---- OF
--
------
1:500 @ A1
18146 DA3.05 2
SSD APPLICATIONCONCEPT BULK EARTHWORKS CUTTO FILL DEPTH PLAN
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
2
1
SK
MW
ISSUED FOR SSD APPLICATION
ISSUED FOR SSD APPLICATION
12.10.18
17.08.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
STAGE 1 BULK EARTHWORKS STAGE 2 INFILL AREA
B O
U N
D A
R Y
B O U N D A R Y18500 20430 9920 11300 11300 11300 11300 11300 11300
7850
9360
11550
11550
11550
11550
10740
11300
11300
FS35.150
36.400
36.300
FS35.2
50
36.200
36.10
0
36.000
FS35.7
50FS3
5.750
FS35.7
50
35.800
35.800
35.800
FS36.10036.100
36.350
36.15
0
35.900
35.900
36.500
36.350
FS36
.300
FS36
.300
36.300
36.400
36.500
37.000
36.900
36.800
36.700
36.60
0
36.200
FS36.350 FS36.350FS36.350
FALL %1.0
FALL %1.0
36.400
36.300
36.200
36.10
0
36.000
FFL36.450
FALL %5.5
36.000
35.500
FALL %1.0
FALL %1.0
36.400
36.300
36.200
DA5.11A
EXISTING BATTERTO REMAIN
35.900
35.900
36.600
FS36.650FS36.600FS36.600FS36.550
FALL%
3.0
FALL%
2.0
36.500
36.400
(200
) GT
D
∅450∅600∅600∅675
∅675∅750
∅825
∅825
∅300
DP DP
DPDPDP
DP
DP
DP
DP
DP
DP
DP
∅300
900x900 SURFACE INLET PIT900x900 SURFACE INLET PIT1000x900SURFACEINLET PIT
1200x1200 JUNCTION PIT
900x900 SURFACE INLET PIT
1200x1200 SURFACE INLET PIT
1200x1200 SURFACE INLET PIT
1200x1200 JUNCTION PIT
1200x1200 JUNCTION PIT
DP
∅300
NOTES1. REFER TO DA4.04 FOR LEGEND
METERS
0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0
OF
--
------
1:250
18146 DA4.01 3
SSD APPLICATIONCONCEPT PAVEMENT GRADING &STORMWATER DRAINAGE PLANSHEET 1
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
3
2
1
SK
SK
MW
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
ISSUED FOR COORDINATION
12.10.18
31.07.18
18.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
REFER DA4.02 FOR CONTINUATIONREFER DA4.04 FOR CONTINUATION
SHIFT IN VEHICULAR CROSSINGTO AVOID CLASH WITHEXISTING PIT IN ESTATE ROAD.FINAL VEHICULAR CROSSINGLOCATION TO BE COORDINATED
L E A S E B O U N D A R Y
L E A S E B O U N D A R Y
11050 25000 25000 25000 25000
11300
11300
11300
11300
11300
11300
11300
10
45
2
11300
11300
FS35.150
FS35.2
50FS35.7
5035
.800
35.900
36.10
0
36.000
35.200
FFL36.450
36.000
35.500
FALL %5.5 FALL %1.0
FALL %1.0
DA5.11B
DA5.11C
DA5.12E
VEHICLE CROSSING FOR FIRE BRIGADE ACCESS
FS36.300FS36.300 FS36.300
FS36.350FS36.350FS36.350
36.200
36.300
36.400
36.200 36
.300
36.400
35.900
FS35.750
36.10
036
.100
36.10
0
FS36.050
FS36.050
FS36.050
FALL %1.0
FALL %1.0
(200
) GT
D
DP
DP
DP
DP
DP
DP
DP
∅825
∅900
ROOF CATCHMENT AREA DRAINING TORAINWATER TANK. REFER TO DA4.05
1350x1200 JUNCTION PIT
∅600∅3
75∅3
75
∅375
∅675
∅1050
∅375
DP
1200x1200JUNCTION PIT
∅300
∅300
1200x1200 SURFACE INLET PIT
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT
1500x1200 SURFACE INLET PIT
1500x1500 INLET PIT
∅675
∅375
∅300
1000x900 JUNCTION PIT
900x900 JUNCTION PIT
FS35.050
BATTER TOEXISTING
34.800
34.70034.700
34.700
34.80034.800
34.800
34.800
34.800
34.800
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
34.800
TOK35.050IOK34.900
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.825IOK34.675
TOK34.800IOK34.650
TOK34.800IOK34.650
TOK34.800IOK34.650
FS35.050
NOTES1. REFER TO DA4.04 FOR LEGEND
METERS
0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0
OF
--
------
1:250 @ A1
18146 DA4.02 3
SSD APPLICATIONCONCEPT PAVEMENT GRADING &STORMWATER DRAINAGE PLANSHEET 2
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
3
2
1
SK
SK
MW
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
ISSUED FOR COORDINATION
12.10.18
31.07.18
18.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
REFER DA4.03 FOR CONTINUATIONREFER DA4.05 FOR CONTINUATION
REFER DA4.01 FOR CONTINUATION
125300
FS36.300
1350x1200 JUNCTION PIT.CONSTRUCT OVER EXISTING ∅1050PIPE STUB CONNECTION
∅105
0∅1
050
1350x1200 JUNCTION PIT
eRL35.700
FS35.050
34.800
FS34.700
34.800
34.700
34.900
35.000
35.400
35.100
35.200
35.300
35.500
35.600
35.700
34.800
34.800
34.800
34.800
FS35.450
TOK35.620IOK35.470
TOK35.620IOK35.470
TOK35.015IOK34.865
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK35.050IOK34.900
TOK34.932IOK34.782
TOK34.950IOK34.800
TOK35.050IOK34.900
TOK35.050IOK34.900TOK35.050IOK34.900
TOK34.925IOK34.775
TOK34.925IOK34.775
TOK34.930IOK34.780
TOK34.900IOK34.750
TOK35.050IOK34.900
TOK34.950IOK34.800
TOK35.015IOK34.865
TOK34.800IOK34.650
eRL35.500 eRL35.600eRL35.550
FS35.050
FS35.135
FS35.350FS35.350 FS35.450
FS35.255
NOTES1. REFER TO DA4.04 FOR LEGEND
METERS
0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0
OF
--
------
1:250 @ A1
18146 DA4.03 3
SSD APPLICATIONCONCEPT PAVEMENT GRADING &STORMWATER DRAINAGE PLANSHEET 3
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
3
2
1
SK
SK
MW
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
ISSUED FOR COORDINATION
12.10.18
31.07.18
18.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
REFER DA4.02 FOR CONTINUATION
B O U N D A R Y
B O
U N
D A
R Y
M A M
R E R O A D
11300 11300 11300 8850
30825
30155
30825
92100
19265
36.150
FS36.000
36.10
0
FS36.0
0036.100
FS36.350
36.15
0
FS36.0
00
36.10
036
.100
36.100
36.350
36.150
36.150
FS36.150
FS36.150
FS36.200
FS36.150
FS36.150
FS36.150
FS36.0
00
FS36.0
00
FS36.200
FS36.200
FS36.200
36.10
036
.100
FFL36.450
DA5.12F
DA5.12G
FS36.400
EXISTING BATTER TO REMAIN
36.150
∅300
∅225
∅225
∅300
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT900x900 SURFACE INLET PIT
DPDPDP
LEGENDFINISHED SURFACE MAJOR CONTOUR LINE21.000
FINISHED SURFACE MINOR CONTOUR LINE21.100
EXISTING CONTOUR LINE21.100
FINISHED FLOOR LEVEL OF PROPOSEDBUILDINGFFL555.555
FS55.555eRL55.555
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVELFALL %1.28 DIRECTION OF SURFACE FALL
FINISHED SURFACE CREST LINE21.100
EXTENT OF BATTER
NOTES1. REFER TO DA1.01 FOR GENERAL NOTES & DRAWING SCHEDULE
DP
LEGEND
PROPOSED DOWNPIPE
PROPOSED STORMWATER PIPE (>∅300)
EXISTING STORMWATER PIPE (</=∅300)
PROPOSED 900X900 STORMWATERINLET PIT U.N.O
RAINWATER TANK
∅225 PIPE FLOW DIRECTION AND SIZE
PROPOSED GRATED TRENCH DRAINGTD
OVERLAND FLOW PATH
ROOF CATCHMENT AREA DRAININGTO RAINWATER TANK
PROPOSED 900X900 STORMWATERJUNCTION PIT U.N.O
METERS
0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0
OF
--
------
1:250
18146 DA4.04 3
SSD APPLICATIONCONCEPT PAVEMENT GRADING &STORMWATER DRAINAGE PLANSHEET 4
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
3
2
1
SK
SK
MW
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
ISSUED FOR COORDINATION
12.10.18
31.07.18
18.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
REFER DA4.05 FOR CONTINUATION
REFER DA4.01 FOR CONTINUATION
B O
U N
D A
R Y
L E A S E B O U N D A R Y
M A M
R E R O A D
25000
117100
14400
12700
977046604835
FS36.000
36.10
0
36.10
036
.100
36.10
0
FS36.0
00
FS36.0
00
FS36.0
00
FS36.150
FS36.150
FS36.150
FS36.150
FS36.150
FS36.150
FS36.150
FS36.150
FS36.150
36.150
36.150
36.200
36.10
036
.100
36.10
0
FFL36.450
DA5.12D
DA5.12E
FS36.150
FS36.150
FS36.400
VEHICLE CROSSING FORFIRE BRIGADE ACCESS
FS36.300FS36.350
50kL RAINWATER TANKS.
DP
DP
∅300
DP
DP
DP
DP
DP
∅300
ROOF CATCHMENTAREA OF 2,900m²DRAINING TORAINWATER TANK
900x900 SURFACEINLET PIT
∅450
∅375
DP
∅600
DP
∅300
∅300
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT
900x900 SURFACE INLET PIT
NOTES1. REFER TO DA4.04 FOR LEGEND
METERS
0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0
OF
--
------
1:250
18146 DA4.05 3
SSD APPLICATIONCONCEPT PAVEMENT GRADING &STORMWATER DRAINAGE PLANSHEET 5
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
3
2
1
SK
SK
MW
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
ISSUED FOR COORDINATION
12.10.18
31.07.18
18.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
REFER DA4.02 FOR CONTINUATION
REFER DA4.04 FOR CONTINUATION
FS35.150
PROPOSEDWAREHOUSE
5.5% FALLWAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
RECESSED DOCK GRATED TRENCHDRAIN AT BASE OFRECESSED DOCK.
HARDSTANDPAVEMENT TOSTRUCTURALENGINEERSDETAILS.
SCALE 1:100SECTION B
DA4.02
IL VARIES
PROPOSEDSTORMWATER LINE.ALIGNMENTVARIES. REFER TOPLANS DA4.01-05
FALL 1.0%
INTEGRAL KERB ALONG EXTENTOF HARDSTAND PAVEMENT TOSTRUCTURAL ENGINEERS DETAILS.
PROPOSED SUBSOILDRAINAGE LINEBELOW KERB ATBASE OF BATTER
LOT
BOUN
DARY
LEVELS ALONG BOUNDARYTO BE COORDINATED WITHADJACENT DEVELOPMENTWORKS.
60m WIDE HARDSTAND AREA
4mLANDSCAPESETBACK
FS36.450
FS35.250
FS36.200FS35.650
1.0% FALL
SCALE 1:100SECTION C
DA4.02
FS36.450
PROPOSEDWAREHOUSE
WAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
HARDSTANDPAVEMENT TOSTRUCTURALENGINEERSDETAILS.
IL VARIES
PROPOSED STORMWATER LINE. ALIGNMENTVARIES. REFER TO PLANS DA4.01-05
FALL 1.0%FS36.100
EXISTING BULKEARTHWORKS PAD TOREMAIN
LOT
BOUN
DARY
LEAS
E BO
UNDA
RY
PROPOSED STORMWATER LINE.REFER TO PLANS DA4.01-05
IL VARIES
EXISTINGHARDSTAND
38m HARDSTAND AREA
20 BDY TO BDY
FS36.450
PROPOSEDWAREHOUSE
HARDSTANDPAVEMENT TOSTRUCTURALENGINEERSDETAILS.
SCALE 1:100SECTION A
DA4.01
IL VARIES
PROPOSEDSTORMWATER LINE.ALIGNMENTVARIES. REFER TOPLANS DA4.01-05
FALL 1.0%
WAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
INTEGRAL KERB ALONG EXTENTOF HARDSTAND PAVEMENT TOSTRUCTURAL ENGINEERS DETAILS.
PROPOSED SUBSOILDRAINAGE LINEBELOW KERB ATBASE OF BATTER
LOT
BOUN
DARY
LEVELS ALONG BOUNDARYTO BE COORDINATED WITHADJACENT DEVELOPMENTWORKS.
60m WIDE HARDSTAND AREA
4mLANDSCAPESETBACK
FS35.650
1 2 3 4 5 6 7 8
METERS
0
---- OF
--
------
1:100 @ A1
18146 DA5.11 2
SSD APPLICATIONCONCEPT TYPICAL SECTIONSSHEET 1
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
2
1
SK
SK
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
12.10.18
31.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 12, 2018PLOT DATEPAGE
A1
FS36.450
PROPOSEDWAREHOUSE
BOUN
DARY
SCALE 1:100SECTION F
DA4.04
MAMRE ROAD
FALL
IL VARIES
PROPOSED STORMWATER LINE. ALIGNMENTVARIES. REFER TO PLANS DA4.01-05
KERB AND GUTTER.
CARPARK PAVEMENT.DETAIL TO BE PROVIDED BYSTRUCTURAL ENGINEER
FOOTPATH EXISTINGLANDSCAPE BATTERTO BE MAINTAINED
WAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
FALL
LOT
BOUN
DARY
VARIESCARPARK PAVEMENT WIDTH VARIES
FS36.450
PROPOSEDWAREHOUSE
WAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
FS36.300
FUTUREDEVELOPMENT
LEAS
E BO
UNDA
RY
EXISTING ESTATE BULKEARTHWORKS PAD TOBE MAINTAINED
TEMPORARYSUBSOIL DRAINAGELINE TO BEREMOVED ONCEFUTUREDEVELOPMENTWORKS BEGIN.
SCALE 1:100SECTION D
DA4.05
HARDSTANDPAVEMENT TOSTRUCTURALENGINEERSDETAILS.
SCALE 1:100SECTION G
DA4.04
IL VARIES
PROPOSED STORMWATER LINE. ALIGNMENTVARIES. REFER TO PLANS DA4.01-05
FALL 2.0%BO
UNDA
RYRL VARIES
FS36.450
PROPOSEDWAREHOUSE
ACCESS ROAD
WAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
EXISTINGLANDSCAPE BATTERTO BE MAINTAINED
FS36.450
IL VARIES
PROPOSED STORMWATER LINE.REFER TO PLANS DA4.01-05
SCALE 1:100SECTION E
DA4.02-5
PROPOSEDWAREHOUSE
WAREHOUSESLAB TOSTRUCTURALENGINEERSDETAILS.
ZONE OF INFLUENCE
COLUMN FOOTING. REFER TOSTRUCTURAL ENGINEER'SDRAWINGS
COLUMN. REFER TO STRUCTURALENGINEER'S DRAWINGS
GRID 14
GRID 13
11.3
3.45
1 2 3 4 5 6 7 8
METERS
0
---- OF
--
------
1:100 @ A1
18146 DA5.12 1
SSD APPLICATIONCONCEPT TYPICAL SECTIONSSHEET 2
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
1
SK
ISSUE FOR SSD APPLICATION
31.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
July 31, 2018PLOT DATEPAGE
A1
B O
U N
D A
R Y
B O U N D A R Y B O U N D A R Y
B O
U N
D A
R Y
B O
U N
D A
R Y
L E A S E B O U N D A R Y
L E A S E B O U N D A R Y
L E A S E B O U N D A R Y
M A M
R E R O A D
18500 20430 9920 11300 11300 11300 11300 11300 11300 11300 11300 11300 8850
159550
11050 25000 25000 25000 25000 25000
30
82
53
01
55
30
82
5
92
10
01
17
10
0
11
30
01
13
00
11
30
01
13
00
11
30
01
13
00
11
30
01
04
52
125300
40000 119700
78
50
93
60
11
55
01
15
50
11
55
01
15
50
10
74
01
13
00
11
30
01
13
00
11
30
0
19265
14
40
0
12
70
0
977046604835
35.000
34.800
34.800
BATTER TOEXISTING
34.900
34.800
34.700
34.900
35.000
35.400
35.100
35.200
35.300
35.500
35.600
35.200
35.100
35.000
35.300
34.800
34.700
34.600
35.700
34.70034.700
34.700
34.80034.800
34.800
34.800
34.800
34.800
34.800
34.800
34.800 34.800 34.800
34.800
34.800
34.800
34.800
FFL35.100
FFL35.100
34.800
FFL35.100
INDICATIVE LOCATION OF SITESTOCKPILE WITHIN STAGE 2WORKS. REFER TO BULKEARTHWORKS FOR VOLUME OFSTOCKPILE. EXACT LOCATION TOBE CONFIRMED ONSITE INACCORDANCE TO WITH THE 'BLUEBOOK'. PROVIDE SEDIMENT FENCETO DOWNSTREAM END - REFERTO DETAIL
INSTALL AND MAINTAIN MESH ANDGRAVEL INLET FILTER TO EXISTINGKERB INLET PIT - REFER TO DETAIL
INSTALL AND MAINTAINSITE SECURITY FENCE
INSTALL AND MAINTAIN SEDIMENTFENCE - REFER TO DETAIL
INSTALL AND MAINTAIN STABILISEDSITE ACCESS - REFER TO DETAIL
INSTALL AND MAINTAIN MESH INLETFILTER TO NEW SURFACE INLET PITS
- REFER TO DETAIL
LEGENDSITE SECURITY FENCESEDIMENT FENCE
STABILISED SITE ACCESS
SITE STOCKPILE
MESH AND GRAVEL INLET FILTER
EARTH BANK DIVERSION MOUND
GEOTEXTILE INLET FILTER
NOTES1. REFER TO DA1.01 FOR GENERAL NOTES AND SPECIFICATIONS
METERS
0 10 20 30 40 50 60 70 80
---- OF
--
------
1:1000 @ A1
18146 DA2.01 2
SSD APPLICATIONCONCEPT SEDIMENT AND EROSIONCONTROL MANAGEMENT PLAN
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
2
1
SK
SK
ISSUE FOR SSD APPLICATION
ISSUE FOR SSD APPLICATION
23.10.18
31.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
October 23, 2018PLOT DATEPAGE
A1
NOTES:
1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEINGPARALLEL TO THE CONTOURS OF THE SITE, BUT WITH SMALLRETURNS AS SHOWN IN THE DRAWING TO LIMIT THE CATCHMENT AREAOF ANY ONE SECTION. THE CATCHMENT AREA SHOULD BE SMALLENOUGH TO LIMIT WATER FLOW IF CONCENTRATED AT ONE POINT TO50L/s IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.
2. CUT A 200mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCEFOR THE BOTTOM OF THE FABRIC TO BE ENTRENCHED.
3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND AT 2.0m INTERVALS(MAX) AT THE DOWNSLOPE EDGE OF THE TRENCH. ENSURE ANYSTAR PICKETS ARE FITTED WITH SAFETY CAPS.
4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THEPOSTS ENSURING IT GOES TO THE BASE OF THE TRENCH. FIX THEGEOTEXTILE WITH WIRE TIES OR AS RECOMMENDED BY THEMANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FORSEDIMENT FENCING. THE USE OF SHADE CLOTH FOR THIS PURPOSE ISNOT SATISFACTORY.
5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mmOVERLAP.
6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACTIT THOROUGHLY OVER THE GEOTEXTILE.
PLAN
FLOW
UNDISTURBED AREA
DIRECTION
OF FLOW
DISTURBED AREA
DIRECTIONOF FLOW
SECTION DETAIL
SELF-SUPPORTINGGEOTEXTILE
1.5m STAR PICKETS ATMAX. 2.0m CENTRES
ON SOIL, 200mm x 100mm TRENCHWITH COMPACTED BACKFILL ANDON ROCK, SET INTO SURFACECONCRETE
STAR PICKETS ATMAXIMUM 2.0m SPACINGS
20m MAX. (UNLESS STATED
OTHERWISE ON SWMP/ESCP)
MIN. 1.5m700mm
600mmMIN.
1.5m STAR PICKETS ATMAX. 2.0m CENTRES
NOT TO SCALESEDIMENT FENCE
RUNOFF FROM PADDIRECTED TO SEDIMENT TRAP
200
NOM
MAINTENANCE· THE TEMPORARY ACCESS SHALL BE MAINTAINED IN A CONDITION THAT PREVENTS TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC RIGHTS OF WAY,· THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL GRAVEL AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT,· ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.· INSTALL BARRIER ON EITHER SIDE OF SHAKER PAD
TO ENSURE VEHICLES ARE GUIDED ON TO THE PAD.· INVERT OF SHAKER PAD TO BE DRAINED VIA AGRICULTURAL PIPE WRAPPED IN GEOTEXTILE FABRIC.
CONSTRUCTIONSITE
EXISTINGROADWAY
GEOTEXTILEFILTER FABRIC
75-100mmGRAVEL
EXISTINGSUBGRADE
BERM (300 MIN. HIGH)75mm x 75mm RHS RUNGS WELDED TOBEARERS AT 200mm-250mm CENTRES
200UB BEARERS
200 THICK COMPACTED DGB20
3500SHAKERPAD
3500 MIN.
WIDTH
4000 MINLENGTH
3500
PROP
ERTY
BOU
NDAR
Y
NOT TO SCALESTABILISED SITE ACCESS
0.2
NOTES:
1. FABRICATE A SEDIMENT BARRIER MADE FROM GEOTEXTILE OR STRAW BALES.2. CUT A 200mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OF
THE FABRIC TO BE ENTRENCHED.3. DRIVE 1.0m LONG STAR PICKETS INTO GROUND AT THE FOUR CORNERS OF PIT WALLS.
ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETY CAPS.4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT GOES
TO THE BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH WIRE TIES OR AS RECOMMENDEDBY THE MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENTFENCING. THE USE OF SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.
5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP.6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY
OVER THE GEOTEXTILE.
NOT TO SCALEGEOTEXTILE INLET FILTER DROP INLET SEDIMENT TRAP
GEOTEXTILEFILTER FABRIC
DROP INLETWITH GRATE
STAKES
BURIED FABRIC
GEOTEXTILEFILTERFABRIC
STAKES
FILTERED WATER
NOTES:
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.
2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2
METRES IN HEIGHT. 4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS,STABILISE FOLLOWING THE APPROVED ESCP OR SWMP TO REDUCE THE C-FACTOR TOLESS THAN 0.10.
5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUNDSTOCKPILES AND SEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.
2:1 SLOP
E (max.) 2:1 SLOPE (max.)
FLOW
SEDIMENT FENCE
STABILISE STOCKPILE SURFACE
EARTH BANK
NOT TO SCALESTOCKPILE
FILTEREDWATER
NOTES:
1. THIS PRACTICE ONLY TO BE USED WHERE SPECIFIED IN AN APPROVEDSWMP/ESCP.
2. INSTALL FILTERS TO KERB INLETS ONLY AT SAG POINTS.3. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN
THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL.4. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.5. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100-mm SPACE
BETWEEN IT AND THE KERB INLET . MAINTAIN THE OPENING WITH SPACEBLOCKS.
6. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER.7. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR
GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY FIRMLY ABUT EACHOTHER AND SEDIMENT-LADEN WATERS CANNOT PASS BETWEEN.
KERB-SIDE INLETTIMBER SPACER TO SUIT
GRAVEL-FILLED WIRE MESH ORGEOTEXTILE 'SAUSAGE'
TIMBER SPACER TO SUIT
OVERFLOWRUNOFF WATERWITH SEDIMENT
SEDIMENT
GRAVEL-FILLED WIRE MESH ORGEOTEXTILE 'SAUSAGE'
NOT TO SCALEMESH AND GRAVEL INLET FILTER
NOT TO SCALE---- OF
--
------
NTS
18146 DA2.02 1
SSD APPLICATIONCONCEPT SEDIMENT AND EROSIONCONTROL DETAILS
SNACKBRANDS, LOT 7, FIRST ESTATE,MAMRE ROAD, ORCHARD HILLS
CLIENT
ARCHITECT
BUILDER
DEVELOPER
SSD APPLICATION
1
SK
ISSUE FOR SSD APPLICATION
31.07.18
VERIFICATION
FOR CLIENT APPROVAL
FOR INFORMATION ONLY
DRAWING STATUS
PRELIMINARY
FOR TENDER
FOR CONSTRUCTION
INITIAL DATE
1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY
2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.
3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY
WORKS
4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO
COMMENCEMENT OF ANY WORKS
5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE
BEEN VERIFIED.
COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS
CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN
ISO 9001 : 2000QUALITYASSURED
COMPANY
The Association of
Hydraulic Services Consultants Australia (NSW) Inc.
AHSCA
CORPORATE MEMBER
NORTH POINT
SP +PARTNERS
CONSULTING ENGINEERS
RKS
HYDRAULIC | CIVIL | FIRE
Level 1, 91 George Street | Parramatta | NSW 2150
P 02 9891 5033 | F 02 9891 3898 | E [email protected]
PROJECT
DRAWING TITLE
REVNo IN SET
SCALE
DATE DESIGNED
DRAWN
JOB No
THE INFORMATION ON THIS DRAWING REMAINS
THE PROPERTY OF SPARKS & PARTNERS
CONSULTING ENGINEERS REPRODUCTION OF THE
WHOLE OR PART OF THE DOCUMENT
CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®
DWG No
SCALE
DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV
DATE
DATECHECKED
APPROVED
July 31, 2018PLOT DATEPAGE
A1
