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DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
4.6.15
FERGUS HAMILTON
- SHEET 1 of 1
Approved By / Date:
HF-000 ANW/4.6.15
CLIENT:
Tonkin Consulting
2015 CIVIL ENGINEERING DESIGN
PROJECT
NORTH TERRACE DRAINAGE DESIGN
DRAWINGS
HYDRO FUTURE CONSULTING
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
4.6.15
FERGUS HAMILTON
- SHEET 1 of 1
Approved By / Date:
HF-001 7.6.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
SCHEDULE OF DRAWINGS
HF-101 Long Section - DRAINS Output / Minor Storm
HF-102 Long Section - DRAINS Output / Major Storm
HF-103 Existing Pit & New Pit Locations
HF-104 Pit to Pipe Location
HF-105A Bioretention Basin 1 Pipe Plan View
HF-106A Biorentention Basin 1
HF-106B Bioretention Basin 2
HF-107 Rainwater Harvest System
HF-108 Existing Services and New Pipe Location Diagram
HF-109 Junction Box Connection
HF-201A Gross Pollutant Trap Design
HF-202 Trash Rack Section & Plan View
HF-203 GPT Position
HF-301 Traffic Management Plan - Contra Flow, 2 Lanes Closed Outbound
HF-201B Gross Pollutant Trap Design Side View
HF-303 North Terrace Outbound Traffic Lane Closure
HF-302 Traffic Management Plan - Inbound Traffic Single Lane Closure - South Side
HF-304 Traffic Management Plan - Control Flow 2 Lanes Closed - Each Side
HF-401 Gabions with Diaphragms
HF-402 Gabion Retaining Wall - Typical Cross Section
HF-403 First Creek Gabion Retaining Wall
HF-404 Trench Shielding - Drag Box
HF-405 Gabion Anchorage System & Outlet
HF-406 Gabion Assembly
HF-407 Trench Box Dimensions
HF-409 Pipe Support - HS2
HF-408 Gabion Retaining Wall - Filling
HF-410 Brick Paved Footpath Details For Typical Residential Streets
HF-411 Minimum Surfacing Reinstatement Requirements
HF-412 Pavement Reinstatement Configuration
HF-413A Concrete Slab Details for Rainwater Tank
HF-413B Concrete Slab Details for Rainwater Tank
HF-413C Concrete Slab Details for Rainwater Tank
HF-413D Concrete Slab Details for Rainwater Tank
HF-414A Sandstone Arch Connection Details
HF-414B Sandstone Arch Connection - Reinforcement
HF-414C Sandstone Arch Culvert - Dowel Connection
HF-414D Sandstone Arch Culvert - RC Details
HF-415 Timber Structure Support For Arch Culvert
SCHEDULE OF DRAWINGS
HF-105B Bioretention Outlet Pipe Connection to the Designed Stormwater Pipe, Ch50
DATE:
PRO
JECT:
AUTH
OR
:
SCALE:
DR
G. N
o:
NO
RTH
TERR
ACE D
RAIN
AGE D
ESIGN
A3
27.5.15
A WIC
KRAM
ARATN
E
SHEET 1 of 1
Approved By / Date:
HF-101
ANW
/1.6.15C
LIENT:Tonkin C
onsulting
DR
AWIN
G TITLE:
LON
GSEC
TION
- DR
AINS O
UTPU
T/ MIN
OR
STOR
M
1:1540
DATE:
PRO
JECT:
AUTH
OR
:
SCALE:
DR
G. N
o:
NO
RTH
TERR
ACE D
RAIN
AGE D
ESIGN
A3
27.5.15
A WIC
KRAM
ARATN
E
SHEET 1 of 1
Approved By / Date:
HF-102
ANW
/1.6.15C
LIENT:Tonkin C
onsulting
DR
AWIN
G TITLE:
LON
GSEC
TION
- DR
AINS O
UTPU
T/ MAJO
R STO
RM
1:1540
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
27.5.15
FERGUS HAMILTON
NTS SHEET 1 of 1
Approved By / Date:
HF-103 ANW/1.6.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
EXISTING PIT & NEW PIT LOCATIONS
1200
900
900
1200
600
600
900
900
Cross Section at Chainage 100
Note: At all other pit to pipe connection
locations, pits will be 900mm in depth.
CL
Two Lanes (8 metres)Two Lanes (8 metres)
3%3%
m
in. 2%
m
in
. 2
%
900
150
752
600
30mm min
1200
150
Pipe to Pit Connection
Note: 1) Drainage pipe wall thickness = 76 mm.
2) Concrete pipe inner diameter = 600 mm.
3) Pit wall thickness = 150 mm.
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
04.06.15
MOHSEN ALNAMI
1:25 SHEET 1 of 1
Approved By / Date:
HF - 104 ANW / 4.6.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
PIT TO PIPE CONNECTION
35000
900
1369
375
4
.
1
7
BIORETENTION OUTLET PIPE
100
1369
375
4
.
1
7
BIORETENTION OUTLET PIPE
100
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
03.06.15
H ALZAMEL
AS SHOWN SHEET 1 of 2
Approved By / Date:
HF-105A ANW/3.6.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
BIORETENTION 1 OUTLET PIPE PLAN VIEW
DETAIL SECTION A
DETAIL SECTION A
SECTION A-A
A
A
SECTION OUTLET PIPE
DIA 375
scale: 1:10
scale: 1: 5
scale: 1: 50
2
0
3000 7000 7000 3000
300
450
600
1000 1000 5000 3000 2200 4200 2000 600 1000
RL 36.90
RL 35.40
RL 33.718
Legend
1700
IL 35.70
1000
ROAD SURFACE
SIDE WALK
KERB
375 DIA PIPE
PIT 2
BIORETENTION
OUTLET PIPE
PAVEMENT
PAVEMENT
IL 34.95
DATE: TITLE:
AUTHOR:
SCALE:
DRG. No:
BIORETENTION OUTLET PIPE CONNECTION TO THE
DESIGNED STORMWATER PIPE; CHAINAGE 50
A3
03.06.15
H ALZAMEL
1:75 SHEET 2 of 2
Approved By / Date:
HF-105B ANW - 3.6.15
CLIENT:
Tonkin Consulting
BIORETENTION OUTLET CONNECTION SECTION
Carpark
Footpath
Extended retention depth
Filter Material
Sandy loam(Saturated hydraulic
conductivity 36-180mm/hr)
Transition Layer
1.4mm Coarse sand
Drainage Layer
5mm Fine gravel
375mm Concrete Outlet Pipe
2000
200
500
Coarse Sediment Forebay
900x900 Grated PIT
Perforated Pipe
Footpath
Carpark
Carpark Entry
2500
37500
A
-
B
-
SECTION
1:20
A
-
SECTION
1:20
B
-
PLAN
1:100
100
100
200
100mm Polyethylene Preforated Pipe
Inflow Pipe
900x900 Grated PIT
1800 90035000
Coarse
sediment Forebay
2500
35000
4
1
Impermeable Liner
Geotextiles
FLO
W
NOTE: The unit in this drawing is mm.
Outlet Pipe
100mm Polyethylene
100mm Polyethylene Preforated Pipe
375mm Concrete Outlet Pipe
F
L
O
W
FLOW
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.2015
Mengliu Feng
As shown SHEET 1 of 1
Approved By / Date:
HF-106A ANW/02.06.2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
BIORETENTION BASIN1
Carpark
Footpath
Extended retention depth
Filter Material
Sandy loam(Saturated hydraulic
conductivity 36-180mm/hr)
Transition Layer
1.4mm Coarse sand
Drainage Layer
5mm Fine gravel
Preforated Pipe
3000
200
300
Coarse Sediment Forebay
Perforated Pipe
Footpath
Carpark
A
-
B
-
SECTION
1:20
A
-
SECTION
1:20
B
-
PLAN
1:100
100
100
200
Inflow Pipe
600x600 Grated PIT
2800 60035000
sediment Forebay
1000
Outlet Pipe
4
1
Impermeable Liner
Geotextiles
1000
Inlet
FLO
W
F
L
O
W
Fencing
NOTE: The unit in this drawing is mm.
35000
600x600 Grated PIT
Coarse
375mm Concrete Outlet Pipe
100mm Polyethylene
100mm Polyethylene Preforated Pipe
100mm Polyethylene
Preforated Pipe
375mm Concrete Outlet Pipe
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.2015
Mengliu Feng
As shown SHEET 1 of 1
Approved By / Date:
HF-106B ANW/02.06.2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
BIORETENTION BASIN2
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
3.6.15
Tri Ly Nguyen
As specified
SHEET 1 of 1
Approved By / Date:
HF-107 ANW/3-6
CLIENT:
Tonkin Consulting
DRAWING TITLE:
RAINWATER HARVEST SYSTEM
3000 7000 7000 3000
300
450
600
1000 1000 5000 3000 2200 4200 2000 600 1000
Notes All dimensions are in millimeters.
Road crossfall assumed to be 3%.
Telecommunication cables and Gas lines may vary in depth.
Horizontal Scale - 1:50
Vertical Exaggeration - x2
NORTH TERRACE CROSS SECTION
AT FIRST CREEK
RL 36.98
RL 34.40
5500
RL 33.718
Legend
1700
1950 750 1900
DATE: TITLE:
AUTHOR:
SCALE:
DRG. No:
EXISTING SERVICES & NEW PIPE LOCATION DIAGRAM
A3
15.5.15
FERGUS HAMILTON
1:50 SHEET 1 of 1
Approved By / Date:
HF - 108 AW / 15.5.15
CLIENT:
Tonkin Consulting
CHAINAGE-0.00X.XXDatum EL. XXXFSL LEVEL-X.XXX.XX0.00X.XXX.XXX.XXLONGITUDINAL SECTION2301301501000400032010001000100050003000IL 34.49IL 34.43AA72902160457080055901000100050003000Notes·All dimensions are in millimeters·Vertical Exaggeration - x2·180mm wall thickness unless notified otherwiseGROSS POLLUTANT TRAP CROSS SECTIONAT FIRST CREEKIL 34.49IL 34.43364020010CCBBAA1000100050003000IL 34.49IL 34.43BNotes·All dimensions are in millimeters·Vertical Exaggeration - x2·180mm wall thickness unless notified otherwise·Inlet Pipe Invert Level = 34.49·Outlet Pipe Invert Level = 34.43BNotes·All dimensions are in millimeters·Vertical Exaggeration - x2 (dimensions all to scale)·180mm wall thickness unless notified otherwise·Inlet Pipe Invert Level before GPT = 34.49·Inlet Pipe Invert Level inside GPT = 34.60·Outlet Pipe Invert Level = 34.43BB
Notes · All dimensions are in millimeters
· Vertical Exaggeration - x2 (dimensions all to scale)
· 180mm wall thickness unless notified otherwise
· Inlet Pipe Invert Level before GPT = 34.49
· Inlet Pipe Invert Level inside GPT = 34.60
· Outlet Pipe Invert Level = 34.43
B
B
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
27.5.15
C SOMERVILLE
1:40 SHEET 1 of 2
Approved By / Date:
HF-201A M CUI / 30.5.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
GROSS POLLUTANT TRAP DESIGN
C
C
A
A
Notes · All dimensions are in millimeters
· Vertical Exaggeration - x2 (except for pipes)
· 180mm wall thickness unless notified otherwise
· Plate connection typical for all
10
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
27.5.15
C SOMERVILLE
Varies SHEET 2 of 2
Approved By / Date:
HF-201B M CUI / 30.5.2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
GROSS POLLUTANT TRAP DESIGN SIDE VIEW
Notes
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
03-06-15
MATT TURNER
1:30 SHEET 1 of 1
Approved By / Date:
HF-202 MC/03-06-15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
TRASH RACK SECTION AND PLAN VIEW-
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
1.06.15
NTS SHEET 1 of 1
Approved By / Date:
CLIENT:
Tonkin Consulting
DRAWING TITLE:
Speed Sign and
Workers Symbolic
Lane Closure
Cone
Indicating
Vehicle
Direction Arrow
TRAFFIC MANAGEMENT PLAN - CONTRA FLOW,
2 LANES CLOSED OOUTBOUND
LISA HUTCHINSON LH / 01.06.2015
N
Inbound
Outbound
HF-301
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
29.05.15
CALEB SNODGRASS
NTS SHEET 1 of 1
Approved By / Date:
HF-302 LH / 02.06.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
Traffic Management Plan - Inbound Traffic Single Lane Closure - South Side
Speed Signage and Workers Symbol
Single Lane Closure
Directing Traffic Symbol
Indicating Vehicle Sign
Cone on Road
25
60
2
5
6
0
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2.06.15
VASILI HOIMES
NTSSHEET 1 of 1
Approved By / Date:
HF - 303
CLIENT:
Tonkin Consulting
DRAWING TITLE:
NORTH TERRACE OUTBOUND TRAFFIC
LANE CLOSURE
Speed sign and workers symbolic
Lane Closure
Cone
DirectionArrow
HA
CK
NE
Y R
OA
D/N
OR
TH
T
ER
RA
CE
IN
TE
RS
EC
TIO
N
L.H / 02.06.15
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
01.06.15
NTS SHEET 1 of 1
Approved By / Date:
CLIENT:
Tonkin Consulting
DRAWING TITLE:
-
TRAFFIC MANAGEMENT PLAN - CONTROL FLOW
2 LANE CLOSED - EACH SIDE
Anna Dai
Speed Sign and
Workers Symbolic
Lane Clourse
Cone
Indicating
Vehicle
Direction
Arrow
HF-304
LH
02/06/2015
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.15
SARAH HARTLAND
AS SHOWN SHEET 1 of 1
Approved By / Date:
HF-401 DA / 02.06.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
GABIONS WITH DIAPHRAGMS
GABION TYPE A
Scale: 1:20
GABION TYPE B
SCALE: 1:10
GABION MATRESS
SCALE: 1:20
OPEN GABION BOX - TYPE A
SCALE: 1:20
GABIONS WITH DIAPHRAGMS
400
1000
2000 3000 500
40
02
00
40
0
10
00
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
01.06.15
HUGH BURGER
1:20 SHEET 1 of 1
Approved By / Date:
HF-402 DAVID ARGENT / 02.06.15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
GABION RETAINING WALL - TYPICAL CROSS SECTION
TO MATCH EXISTING ROCK LEVEL
EXISTING CONCRETE
RETAINING WALL
NATURAL SURFACE
Mattress apron
GABION TYPE B
GABION TYPE A
GEOTEXTILE FABRIC
AS PER AS801 OR
SIMILAR
NATURAL SURFACE
NATURAL SURFACE
NOTES:
1. ALL DIMENSIONS IN MM
2. CUT FLOOR TO BE INSPECTED AND
CONFIRMED BY GEOTECHNICAL ENGINEER
3. SET OUT OF GABION WALL TO BE
CONFIRMED BY GEOTECHNICAL ENGINEER
PRIOR TO FILLING OF BASKETS
4. BASKET SHALL BE 'MACCAFERRI' TYPE
MANUFACTURED FROM DOUBLE TWIST
HEXAGONAL WOVEN WIRE OF NOMINAL
80MM X 100MM MESH WITH 3.4MM
SELVEDGE WIRE AND 2.7MM MESH WIRE,
COMPLETE WITH DIAPHRAGM AT 1000MM
CENTRES
5. GABION ROCK WALL FILLING SHALL BE A
DENSE, HARD, DURABLE, CLEAN
SANDSTONE FREE FROM WEATHERING,
DEGREDATRION AND CHEMICAL
ALTERATION. ROCK TO BE WELL GRADED
BETWEEN 100MM AND 250MM, WITH NOT
MORE THAN 5% BY MASS FINER THAN
75MM ROCK SHOULD BE ANGULAR WITH A
MINIMUM SPECIFIC GRAVITY OF 2.3
6. INTERNAL BRACING WIRES ARE TO BE
APPLIED AT A FREQUENCY OF 4 PER
SQUARE METRE - IN TWO EQUALLY
DISTRIBUTED ROWS PER 1000M GABION
BASKET ROW IN HEIGHT
7. PROFAB AS 801 GEOFABRIC TO BE
PROVIDED TO BACK AND UNDERSIDE OF
GABION BASKETS WHERE IN CONTACT
WITH SOIL. ALL HAND STONE ON EXPOSED
FACES OF GABION BASKETS ARE TO BE
HAND MANIPULATED TO ENSURE MAXIMUM
POSSIBLE DENSITY. IDEALLY SELECTING
LARGEST FACE HAND STONE TOO BE
PACKED FLUSH AGAINST GABION BASKET
ON EXPOSED FACE
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
1.6.15
D Argent
1:300 SHEET 1 of 1
Approved By / Date:
HF-403
D Argent 2/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
FIRST CREEK GABION RETAINING WALL
800
100
3200
100
800
95
6
12
06
17
06
30
00
3700
200
645
200
255
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2.06.15
D Argent
1:30 SHEET 1 of 1
Approved By / Date:
HF-404
D Argent
CLIENT:
Tonkin Consulting
DRAWING TITLE:
TRENCH SHIELDING - DRAG BOX
STEEL BAR ɸ24 FOR
ALL GABION LENGTH
(min length = gabion width +0.5)
GABION
MATTRESS
STEEL BARS FOR REINF. CONCRETE ɸ20MM
FIXED BY SYNTHETIC RESIN
4700
200
400
400
2
0
0
0
2
0
0
0
EXISTINGCONCRETE
HEADWALL
GABION BASE
STORM WATER OUTLET - TOP VIEW
STORM WATER OUTLET - FRONT VIEW
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
31.05.15
YISHI HE
1:100
D ARGENT 4/6/15
SHEET 1 of 1
Approved By / Date:
HF-405
CLIENT:
Tonkin Consulting
DRAWING TITLE:
GABION ANCHORAGE SYSTEM AND OYTLET
DETAIL OF ANCHORAGE BETWEEN GABION ANDEXISTING CONCRETE STRUCTURE
Gabion Assembly - Top View
Gabion Assembly - Front View
Gabion Assembly - Side View
NOTES:GABIONS SHALL BE CONNECTEDTOGETHER AND ALIGNED BEFORE FILLINGTHE BASKETS WITH ROCK.
ALL CONNECTIONS (PANEL-TO-PANEL ANDBASKET-TO-BASKET) SHALL BE ALREADYCARRIED OUT.
THE BASKET PIECES SHOULD BE PULLEDRIGHTLY TOGETHER DURING THE TYINGOPERATION.
GABION SHALL BE PLACED FRONT TOFRONT AND BACK TO BACK IN ORDER TOEXPEDITE THE STONE FILLING AND LIDLACING OPERATION.
FOR EASY OF ALIGNMENT A FRAME MAYBE ATTACHED TO THE EMPTY UNITS ANDPULLED TO MAKE SURE THAT THE UNITSARE PROPERLY STRAIGHTENED.
Gabion and Mattress lacing technique
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
31.05.15
XIAOXIAN HE
1:100 SHEET 1 of 1
Approved By / Date:
HF-406 -CLIENT: Tonkin Consulting
DRAWING TITLE:
GABION ASSEMBLY
DBX - PNL 5LH
5m Base Panel - Left Handed
5000
200 200
300
10
00
10
00
10
00
200
4003200800
5000
200200
300
10
00
10
00
10
00
200
400 3200 800
DBX - PNL 5RH
5m Base Panel - Right Handed
3400
3300
1300
1200
1100
1000
20
0
Ø
3
0
FS-53400 ext width 3400FS-51300 ext width 1300
FS-51100 ext width 1100
340013001100
3300
1200
1000
30mm dia holes @ 100mm c/c
50
0
50
0
50
0
100100
100100
30mm dia holes @ 100mm c/c 30mm dia holes @ 100mm c/c
RS-53400 ext width 3400RS-51300 ext width 1300
RS-51100 ext width 1100
20
0
Ø
3
0
20
0
Ø
3
0
50
10
0
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
03.June.15
BADER ALMASOUD
1:50 SHEET 1 of 1
Approved By / Date:
HF - 407 D ARGENT 4/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
TRENCH BOX DIMENSIONS
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
03.06.15
JIANAN LI
NTS SHEET 1 of 1
Approved By / Date:
HF- 408 D ARGENT 3/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
GABION RETAINING WALL - FILLING
cross tie at end of structureNext Gabion
Cross tie tensioning
Cross tie
Plan
Front view
n 4 each 1 square meter
Phase 1
Phase 2
Phase 3
Rock to fill gabions shall be hard, angular to round,durable and of such
quality that they shall not disintegrate on exposure to water or weathering
during the life of the structure. the commended dimensions of rock to fill
gabions shall be 100-200mm
rock shall be placed in 0.30m lifts for 1m
high gabions, and 0.23m lifts for 0.4m high
gabions. the fill layer shall never be more
than 0.30m higher than any adjoining cell
stiffeners or internal cross ties shall be installed as
indicated connecting the front and back faces of any
supported or exposed face at the vertical third points
for a gabions 1m high, as the cell is being filled
sufficient hand manipulation of the rock shall be performed to minimize
voids and achieve a maximum density of rock in the gabion. the rock in
exposed vertical faces shall be hand placed to reduce voids on the
outer face
when more than one vertical layer of
gabions is installed, units shall be
overfilled approximately 0.025 to 0.04m
to allow for natural settlement. the top
surface shall be smoothly leveled, minimizing
voids, ensure that diaphragm top are accessible
for connecting
150 mm
170 mm
265 mm
100 mm
750 mm 870 mm
1300 mm
Sa - C above
100 mm
210 mm
140 mm
600 mm 699 mm
150 mm
1100 mm
Sa - C above
xxxxxxxx
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2 - 6 - 15
Nasser
1:1.5
David Argent 2-6-15
SHEET 1 of 1
Approved By / Date:
HF - 409 CLIENT: Tonkin Consulting
DRAWING TITLE:
Pipe Support - HS2Legend
Overlay Zone
Side Zone.Bed Zone.
Haunch Zone.
750 mm Pipe Bedding Support600 mm Pipe Bedding Support
Material grading Requirements% Passing
Sieve Size (mm) 75 19.0 9.5 2.36 0.6 0.3 0.15 0.075
Bed &Haunch
zone100 100 100 100-50 90-20 60-10 25-0 10-0
Side Zones 100 100 100 100-50 50-15 50-15 50-15 25-0
100
100
Subgrade
Compaction 95% MMDD
1500
Levels Above Top of Kerb
Unless Otherwise Approved
400
All dimensions are in mm unless stated otherwise
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
06.15
Eriny Abdelraouf
1: 6 SHEET 1 of 1
Approved By / Date:
HF-410
David Argent 2/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
BRICK PAVED FOOTPATH DETAILS FOR TYPICAL
RESIDENTIAL STREETS
Edge of seal
T
r
e
n
c
h
i
n
g
a
l
o
n
g
t
h
e
r
o
a
d
- Reinstate full la
ne
T
r
e
n
c
h
i
n
g
a
t
9
0
d
e
g
r
e
e
s
t
o
t
h
e
r
o
a
d
Plan View
A
A
Section View A-A
1300
Ground Surface
Edge of seal
Edge of seal
Minimum 1000
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
31.05.15
ZEDONG ZHANG
1:100
D ARGENT 2/6/15
SHEET 1 of 1
Approved By / Date:
HF-411
CLIENT:
Tonkin Consulting
DRAWING TITLE:
MINIMUM SURFACING REINSTATEMENT REQUIREMENTS
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2.6.15
M BOKHAMSEEN
NTS SHEET 1 of 1
Approved By / Date:
HF-412 D ARGENT 2/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
PAVEMENT REINSTATEMENT CONFIGURATION
×
×
2000
2000
×
× ×
25
25
100
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2/6/2015
SAEED KAREVAN
1:20 SHEET 1 of 1
Approved By / Date:
HF- 413A DA 2/6/2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
CONCRETE SLAB DETAILING FOR RAINWATER TANK
×
×
×
× ×
1950
1950
25
25
100
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
3/6/2015
SAEED KAREVAN
1:20 SHEET 2 of 1
Approved By / Date:
HF- 413B DA 2/06/2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
CONCRETE SLAB DETAILING FOR RAINWATER TANK
×
×
×
× ×
25
25
2500
2500
100
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2/6/2015
SAEED KAREVAN
1:20 SHEET 3 of 1
Approved By / Date:
HF- 413C DA 2/06/2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
CONCRETE SLAB DETAILING FOR RAINWATER TANK
×
×
×
× ×
25
25
100
2950
2950
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
2/6/2015
SAEED KAREVAN
1:20 SHEET 4 of 1
Approved By / Date:
HF- 413D DA 2/06/2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
CONCRETE SLAB DETAILING FOR RAINWATER TANK
230
60
01
50
31
4
2
3
0
2
3
0
1
7
6
2
3
0
2
3
9
63
94
3
10
64
1210
10
64
15
03
14
230 750 230
60
0
2
3
0
2
3
0
2
3
0
1
3
7
10
64
NOTES:
- Grade N40 Concrete to be used.
- Concrete between the beam column and pipe does not contain
any reinforcement.
270
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.15
Jeremy Bemmerl
1:20 SHEET 1 of 4
Approved By / Date:
HF-414A D ARGENT 3/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
SANDSTONE ARCH CONNECTION DETAILS
30
0
450
750230 230
15
03
14
60
0
130
98
Ba
r L
ap
- 3
00
m
m
Bar Lap - 450 mm
98
13
0
98
98
WV
W
V
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.15
Jeremy Bemmerl
1:10 SHEET 2 of 4
Approved By / Date:
HF-414B D ARGENT 3/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
SANDSTONE ARCH CONNECTION -REINFORCEMENT
98
1
3
0
9
8
17
5
9
8
6
6
1
3
0
17
5
5
0
1
3
0
9
8
98
13
0
98
200
51
60
51
51
51
33
1
3
0
9
8
5050 200
12
30
5050
16
30
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.15
Jeremy Bemmerl
1:10 SHEET 3 of 4
Approved By / Date:
HF-414C D ARGENT 3/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
SANDSTONE ARCH CULVERT - DOWEL CONNECTION
50
13
05
0
230
58
74 74
11
45
8
W
V
W
V
W
V
11
4
82 82
50
13
05
0
W
V
98 6666
W
V
W
V
82 7474
23
0
82 74
W
V
82 74
58
82
74
11
4
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
02.06.15
Jeremy Bemmerl
1:4 SHEET 4 of 4
Approved By / Date:
HF-414D D ARGENT 3/6/15
CLIENT:
Tonkin Consulting
DRAWING TITLE:
SANDSTONE ARCH CULVERT - RC DETAILS
NOTES:
INTERNAL TIMBER MEMBERS CONNECTED TO
ARCH VIA 2-M24 BOLTS, MEMBERS ARE TO BE
FLUSHED TO ARCH SURFACE.
INTERNAL MEMBERS ARE TO BE CONNECTED
VIA 4-M24 BOLTS
PURLIN SPACING IS 100CTS
BASE CONNECTION VIA 2x65x65x100EA FOR EACH SUPPORT
CONNECTION BOLTS - 4xM24
ALL TIMBER MEMBERS ARE WITHIN + OR - 1mm
TOLERANCE
CLEARANCE
1700
LW 2000
LW 2000 LW 2000
50x100mm @ 100CTS
2000
1700
100
100
100
55
1000
100
NOTES:
INTERNAL TIMBER MEMBERS CONNECTED TO
ARCH VIA 2-M24 BOLTS, MEMBERS ARE TO BE
FLUSHED TO ARCH SURFACE.
INTERNAL MEMBERS ARE TO BE CONNECTED
VIA 4-M24 BOLTS. PURLIN SPACING IS 100CTS
BASE CONNECTION VIA 2x65x65x100EA FOR EACH SUPPORT
CONNECTION BOLTS - 4xM24
100
1575
550
APPROX. CLEARANCE
1600
1664
250
225
300
3
0
0
EA60x60
CONNECTION WITH
2M24 BOLTS BOTH
SIDES TO 250x25
BASE SUPPORT
BASE SUPPORTING
COLUMNS: 250x50mm
SUPPORT TO SUPPORT 3.83m
ACTUAL LENGTH 4.09m
2
5
5
0
1365
4
0
°
4
0
°
885
4985+-1
255
255
1250
666
838
NOTES:
ALL COLUMN TO BASE CONNECTIONS
TO BE MADE USING 4M24 BOLTS
1
3
2
0
SCALE:
1:8
M24 BOLTS
65x65x100EA
250x25mm TIMBER
225x100 SIDE
SUPPORT
DATE: PROJECT:
AUTHOR:
SCALE:
DRG. No:
NORTH TERRACE DRAINAGE DESIGN
A3
01.06.15
MICHAEL RENKO
1:30 SHEET 1 of 1
Approved By / Date:
HF-405
David Argent 06/05/2015
CLIENT:
Tonkin Consulting
DRAWING TITLE:
TIMBER STRUCTURE SUPPORT FOR ARCH CULVERT
