03 02 PVC PIPE 100 DIA CONC PIPE 350 DIA CONC PIPE 300 ... · CONC PIPE 300 DIA CONC PIPE 450 DIA...
31
> > > > > > > > AMENDMENTS SURVEY NOTES DOCUMENT CONTROL CITY OF GREATER BENDIGO Approved Date DRAFT Date DRAFT Revision B CONSTRUCTION DRAFT Revision A TENDER Revision C TENDER Revision D CONSTRUCTION Revision A 12-04-19 26-06-19 - - Tomkinson Group March 2019 Survey reference 1159201 GB4364 Tomkinson Group Peter Seller Andrew Smith Mar 19 Apr 19 Apr 19 1 OF 31 REV D Survey Approved Design Checked Bearing Datum: vide GPS net Height Datum: vide Mandurang PM 127 & PM 74 (AHD) MGA Coordinate Datum: vide STN 1007 Ground coords shown for all other features GB4364 DIAMOND HILL ROAD, MANDURANG BLACKSPOT SAFETY UPGRADES APRIL 2019 LOCALITY PLAN AS CONSTRUCTED - TENDER - Road widening - Line marking - Realign intersection - Increase bend radius - Guard rails PROJECT INCLUSIONS Cahills Rd DOCUMENT CONTROL PLAN DESC. 12-04-19 12-04-19 17-05-19 13-06-19 4-07-19 - Set Draft Draft Draft Tender Tender Construction ISSUE ISSUE ISSUE ISSUE ISSUE ISSUE 1 Title page - Rev A Rev B Rev C Rev D - 2 Details & Notes - Rev A Rev C Rev D - 3 - 11 Plans - Rev A Rev C Rev D - 12 - 13 Long Sections - Rev A Rev C Rev D - 14 - 23 Cross Sections - Rev A Rev C Rev D - 24 Long Section - Rev A Rev C Rev D - 13-06-19 17-05-19 - - MGA 94 ZONE 55 Diamond Hill Rd Kangaroo Gully Rd Nankervis Rd Diamond Hill Rd Diamond Hill Rd Hollidays Rd Pentlands Rd Piccaninny Rd Part A Diamond Hill Rd - Kangaroo Gully Rd to Hollidays Rd Part C Diamond Hill Rd - Kangaroo Gully Rd Intersection Upgrade Part B Diamond Hill Rd - Nankervis Rd 25 - 31 Cross Sections - Rev A Rev C Rev D - Rev B Rev B Rev B Rev B Rev B Rev B
Transcript of 03 02 PVC PIPE 100 DIA CONC PIPE 350 DIA CONC PIPE 300 ... · CONC PIPE 300 DIA CONC PIPE 450 DIA...
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CONC PIPE 300 DIA
CONC PIPE 450 DIA
CONC PIPE 300 DIA
BOX CULVERT 600X1200
CONC PIPE 450 DIA
CONC PIPE 300 DIA
CONC PIPE 825 DIA
CONC PIPE 825 DIA
BOX CULVERT 200X450
>>
TBM 101PIN IN DUMPYRL 317.52
TBM 102PIN IN DUMPYRL 308.56
TBM 103PIN IN DUMPYRL 302.10
TBM 110PIN IN DUMPY
RL 291.27
CONC PIPE 300 DIA
CONC PIPE 350 DIA
PVC PIPE 100 D
IA
BOX/
C 30
0X11
50
CONC
PIP
E 30
0 DIA
CONC PIPE DIA 350
CONC
PIPE
DIA
1200
CONC PIPE DIA 300
CONC PIPE DIA 220
TBM 104PIN IN DUMPYRL 299.62
TBM 105PIN IN DUMPY
RL 294.31
TBM 107PIN IN DUMPY
RL 282.49
TBM 108PIN IN DUMPYRL 270.42
TBM 111RIVET IN W'WALLRL 283.96
TBM 112SPIKE
RL 281.17
TBM 113SPIKE
RL 278.82
TBM 114PIN IN DUMPYRL 271.59
TBM 115SPIKE
RL 274.69
>TBM 116PIN IN DUMPYRL 301.28
01
02
03
AMENDMENTS
SURVEY NOTESDOCUMENT CONTROL
CITY OF GREATER BENDIGO
Approved Date
DRAFT
Date
DRAFT Revision B
CONSTRUCTION
DRAFT Revision A
TENDER Revision C
TENDER Revision D
CONSTRUCTION Revision A
12-04-19
26-06-19
- -
Tomkinson Group March 2019
Survey reference 1159201
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
Mar 19
Apr 19
Apr 19
1 OF 31
REV D
Survey
Approved
Design
Checked
Bearing Datum:
vide GPS net
Height Datum:
vide Mandurang PM 127 & PM 74
(AHD)
MGA Coordinate Datum:
vide STN 1007
Ground coords shown for all other features
GB4364 DIAMOND HILL ROAD,
MANDURANG
BLACKSPOT SAFETY UPGRADES
APRIL 2019
LOCALITY PLAN
AS CONSTRUCTED
-
TENDER
- Road widening
- Line marking
- Realign intersection
- Increase bend radius
- Guard rails
PROJECT INCLUSIONS
C
a
h
i
l
l
s
R
d
DOCUMENT CONTROL
PL
AN
DE
SC
.
12-04-19
12-04-19
17-05-19
13-06-19
4-07-19
-
Set Draft Draft Draft Tender Tender Construction
ISSUE ISSUE ISSUE ISSUE ISSUE ISSUE
1
Title page
- Rev A Rev B Rev C Rev D -
2 Details & Notes - Rev A Rev C Rev D -
3 - 11 Plans - Rev A Rev C Rev D -
12 - 13
Long Sections
- Rev A Rev C Rev D -
14 - 23 Cross Sections - Rev A Rev C Rev D -
24
Long Section
- Rev A Rev C Rev D -
13-06-19
17-05-19
-
-
MGA
94
ZONE
55D
ia
m
o
n
d
H
ill
R
d
K
a
n
g
a
ro
o
G
u
lly
R
d
N
a
n
k
e
rv
is
R
d
Dia
mo
nd
Hill R
d
D
i
a
m
o
n
d
H
i
l
l
R
d
Ho
llid
ays R
d
P
e
n
t
l
a
n
d
s
R
d
P
ic
c
a
n
in
n
y
R
d
Part ADiamond Hill Rd - KangarooGully Rd to Hollidays Rd
Part CDiamond Hill Rd - KangarooGully Rd Intersection Upgrade
Part BDiamond Hill Rd - Nankervis Rd
25 - 31 Cross Sections - Rev A Rev C Rev D -
Rev B
Rev B
Rev B
Rev B
Rev B
Rev B
2 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
Survey
Approved
Design
Checked
TENDER
PAVEMENT DETAILS:
SEAL: 7mm Primer seal
BASE: 150mm Class 1 FCR (20mm)
Compact to a min. of 98% MMDD
(min CBR 80)
SUB BASE: 150mm Class 3 FCR (40mm)
Compact to a min. of 96% MMDD
(min CBR 30)
SUB GRADE: Varies Approved clean fill compacted to a
min. of 100% SMDD.
EXISTING SUBGRADE: Where existing surface is less than
200mm below the Sub Base, the existing
surface is to be tined to a min. depth of
200mm below the Sub Base layer
before being compacted to 100% SMDD
- All other fill areas are to be filled with approved clean material
free of vegetative matter and compacted to 100% SMDD
- See notes this page for all compaction and testing requirements
Pavement / Fill Notes
1. Compaction and testing of road pavements is to be in accordance with the requirements of VicRoads Standard Specifications for Roadworks (Section
304) unless noted otherwise.Testing must be carried out by a N.A.T.A. approved laboratory, or by calibrated nuclear densometer test to the relevant
Australian Standard.
2. Compaction tests are to be undertaken in the following locations:
- At
2
3
depth of the pavement layer
- At alternating sides of the road
- 1.0m in from the seal edge or lip of kerb
- At even spacings.
3. The number of compaction tests shall comply with the table below:
Location Number of Compaction tests
Straights and curves 1 per 100m length of works (alternate sides for widening only areas)
4. Copies of the geo technical results are to be submitted to the Superintendent
5. Subbase and base materials are to be at 85% Optimum Moisture Content (OMC) during compaction, and maintained at 85% OMC until proof rolling
6. Typical Compaction levels required (unless noted otherwise):
- Subgrade: To be compacted to a minimum density ratio of 100% of the Standard Maximum Dry Density (SMDD)
- Subbase: To be compacted to a minimum density ratio of 96% of the Modified Maximum Dry Density (MMDD)
- Base: To be compacted to a minimum density ratio of 98% of the Modified Maximum Dry Density (MMDD)
5. Proof Rolling of the subgrade, sub base and base must be undertaken at the expense of the Contractor in accordance with AS3798 and the
requirements of section 173 and 204.12 of the VicRoads Specification. The Superintendent must be present during the proof rolling. The subgrade
must not deflect more than 2mm vertically within 300mm of the test roller in isolated locations.
6. Identification and treatment of soft areas during proof rolling shall be dealt with as per Sections 12.7.11 and 12.7.12 of the IDM or at the discretion of
the Superintendent.
7. All fill earthworks are to be in accordance with VicRoads Specification Section 204.
8. All fill materials are to be approved by the Superintendent prior to being imported onto the works site, and unless noted otherwise are to be a clean
clay based material free of vegetation matter or contaminants.
9. Compaction shall comply with the requirements of VicRoads Specification Section 204.
10. All filling is to comply with AS3798-1996 Appendix B, Level 1 (or 2) as specified
11. The Contractor is responsible for ensuring that all imported fill material, including topsoil, satisfies the description for clean fill material in EPA Bulletin
Publication No 448 (Sep 95) and subsequent revisions. The Contractor shall if required provide verification including test certificates to the
Superintendent
12. Where fill is required over an existing sealed road, the seal must first be removed. The remaining existing pavement is then to be tyned to a depth of
200mm prior to any fill being placed/compacted.
Spray Seal notes:
1. All Works relating to the construction of a spray seal shall comply with VicRoads
Specification 408.
2. The Contractor shall determine the design rates of application for any primer,
primerbinder, binder, surface pre-treatments, remedial works, and aggregate in
accordance with the procedures set out in the current Austroads Sprayed Seal Design
Method as listed in Section 175
3. At least 1 week prior to the commencement of sealing, the Contractor shall submit the
rates of application for bituminous material, aggregate, and rates for pre treatment for
review by the Superintendent. This should be done via submission in writing of the
form: 408.16 'Schedule of Details' in VicRoads Specification 408.
4. At the completion of Works, a job completion report (JCR) is to be submitted to the
Superintendent for review. The JCR form can be found in VicRoads specification 408
Attachment A.
5. Loose aggregate shall be removed within 48 hours of sealing.
Vegetation Notes
1. No tree or native vegetation is to be disturbed or removed without prior approval from the
Superintendent.
2. If tree roots are discovered during excavation Work, Works in the immediate area shall
cease until the Superintendent has inspected, and approved Works to proceed.
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
Drainage Construction Notes
1. All new drainage pipes laid under driveways are to be FJ, are to be laid 50mm lower
than the adjoining table drains and are to project 1.0m past the driveway area.
2. All driveway crossing pipes are to have drivable endwalls compliant with VicRoads
SD1991A placed at both ends. Backfill around the endwalls is to be as per note 3.
3. All pipes crossing the road perpendicular (pits 1,2,3,4) are to have SD1992a driveable
endwalls installed at both ends. Backfill around the endwalls is to be as per note 3.
4. All pipes laid outside of road pavement areas (under driveways) are to have their
trenches backfilled with clean clay material up to 50mm below finished surface level.
This backfill is to be compacted to 95% SMDD in accordance with AS12895.1.1-2003.
The remaining 50mm of the trench shall then be backfilled with Class 3 FCR unless
noted otherwise
5. All table drains and verges are to be reinstated upon completion of the Works to the
satisfaction of the Superintendent.
Construction Notes
1. All remaining redundant line marking within the project area is to be removed prior to design line marking taking place.
2. All existing guideposts and delineators are to be removed from the project area prior to design guideposts/delineators being installed
3. Any road signage not marked for removal that is within the project area is to be removed prior to commencement and reinstated once works are completed
4. All Works to be carried out in accordance with the Approved Plans, Specifications, and referenced Standard Drawings to the satisfaction of the superintendent
5. Where Works are in the vicinity of existing services, these services are to be located and exposed/proved prior to commencement of the work.
6. Council are to be notified seven days prior to the commencement of Works with a Pre-commencement meeting to be held between CoGB and the Contractor.
7. Prior to commencement of the Works, the Contractor shall provide the following:
- Source of quarry material
- N.A.T.A. approved test results for the F.C.R that is to be used
- Storage location of any spoil being stored onsite
- Trucking route for any spoil being removed from site
7. Prior to commencement of Works on site, the Contractor must ensure that all matters relating to the OH&S act 1985, have been and will be complied with
8. On the commencement of construction Works, the Contractor must comply with the recommendation of the Environment Protection Authority publication "Construction
Techniques for Sediment Pollution Control”. Appropriate siltation control is to be maintained throughout the construction and maintenance period of the Works.
9. All service conduit trenches under road pavements, under footpaths and under swales are to be backfilled as per COGB SD20 unless noted otherwise. Compaction
standards noted in SD20 shall be achieved
10. All existing assets affected by the Works (eg signs vehicle crossings, footpaths, kerb and line marking) shall be reinstated by the Contractor by the completion of Works,
to the satisfaction of the superintendent
11. At the completion of all Works, all rubbish, debris and surplus spoil shall be removed and the site shall be cleared to the satisfaction of the superintendent
12. All disturbed areas (eg Nature strips, batters, allotments and reserves) are to be reinstated to a clean, tidy condition
13. Guideposts are to be installed at the conclusion of the construction works in accordance with the plans and VicRoads Traffic Engineering Volume 2 section 23
General Notes
1. All dimensions are in metres unless noted otherwise, All levels are to Australian Height Datum (AHD) and all co-ordinates are to Map Grid Australia (MGA)
2. All redundant assets are to be removed and disposed offsite unless noted otherwise
3. The Contractor is to obtain a building permit for any structures, fences and for any retaining walls over 1.0m in height.
4. Any Infrastructure damage incurred during the Defects Liability Period noted on the contract is the responsibility of the Contractor and is to be reinstated to the
satisfaction of the Superintendent.
5. The Contractor shall notify the public of any impending road closures by providing sufficient signage 2 weeks prior to construction commencing
REV D
Typical Road Sections
varies
varies
Widening only
1.80 min
(Increase where
existing sealed lane
width <3.3m)
Sealed ShoulderFill Batter
varies
Where depth of subgrade fill is to be less
than 200mm, tine existing pavement to a
depth of 200mm below subbase, then
compact to 95%SMDD
Table drain level to be
below base of sub
base layer where
required
v
a
r
i
e
s
1
in
4
1
i
n
4
Table Drain
1.20 varies
Cut Batter
Guideposts to be installed 150mm
outside unsealed shoulder
0.50
Unsealed Verge
1
i
n
2
m
a
x
3.30 3.30
Traffic Lane Traffic Lane
varies
varies
1.80
Sealed Shoulder
Fill Batter
varies
v
a
r
i
e
s
1
in
4
1
i
n
4
Table Drain
1.20 varies
Cut Batter
0.50
Unsealed Verge
1
i
n
2
m
a
x
3.30 3.30
Traffic Lane Traffic Lane
Full width reconstruction (Ch 1240 - 1450)
Natu
ral S
urface
Natu
ral S
urf
ace
varies (
Max 6
% s
upere
levation)
varies
WIDENING PAVEMENT JOIN
200
Design seal to
overlap pavement
join by 200mm
Design
linemarking
Design shoulder
pavement
Provide W Beam Guard
Fence 2.2m From
Traffic Lane Edge Line
Where Specified
303
304
305
306
306
307
307
308
309
310
311
312
313
314
EX D
EX D
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EX D
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TBM 102PIN IN DUMPYRL 308.56
EX D
EX D
EX D
EX D
CONC PIPE 300 DIA
EX D
CONC PIPE 350 DIA
PVC PIPE 100 D
IA
BOX/
C 30
0X11
50
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>
/
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TBM 116PIN IN DUMPYRL 301.28
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EX D
EX D
EX D
EX D
x
x
xx
x
xx
x
x
xx
x
xx
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x x
x xx
x
CH91.00
CH106.52
CH19.10
CH42.21
CH 0
CH 10
CH 30
CH 50
CH 60
CH 70
CH 80
CH 100
xCH37
46.85
CH 35
90
CH 36
00
CH 36
10
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20
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>
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >3 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
TENDER
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
KANGAROO GULLY ROAD
DIAMOND HILL ROAD
DIAMOND HILL ROAD
EXTEND EXISTING 300x1200 WATERRACE BOX CULVERT BEYOND CLEARZONE AT EACH END U/S IL305.79 D/SIL305.28 . REMOVE EXISTING STONEENDWALLS AND PROVIDE NEWCONCRETE ENDWALLS TO SUIT
EXTEND EXISTING 100Ø PVCPIPE TO NEW TABLE DRAIN
DENOTES TREE TO BEREMOVED (TYPICAL)
R5.6
SM2
SM2R5.6R8.0
R8.0
CONSTRUCT 900x600 JP ATCONNECTION TO EXISTING PIPE.EXACT DEPTH & COVER LEVELTO BE DETERMINED ON SITE
REMOVE EXISTING375Ø PIPE
REALIGN LOCALTABLE DRAIN
REMOVE EXISTINGROAD PAVEMENT
REMOVE EXISTING MIRROR
375Ø RCP
MATCH INTO EXISTINGPAVEMENT & TABLE DRAIN
375Ø RCPCONSTRUCT NEW OUTLETFROM WATER RACE
RELOCATE EXISTINGW2-4A(L) SIGN & REMOVEADVISORY SPEED SIGN
W2-14A(R)
R1-2B
GIVEWAY
INSTALL 24.6m LENGTH OF EZYGUARD SMART GUARD FENCE 2.2mOFFSET FROM EDGE OF DESIGNTRAFFIC LANE (SEE TYPICAL SECTIONSHEET 2). POSTS @ 1.89m SPACINGS
RELOCATE EXISTING2 x D4-1-1A BOARDS(LEFT & RIGHT)
PROVIDE 0.5m WIDEOPENING IN BACK OF KERBSAT LOW POINTS TO ALLOWSTORMWATER DISCHARGE
TRAILING TERMINAL ASPER VICROADS STANDARDDRAWING SD3544
G.R.E.A.T. TERMINAL AS PERVICROADS STANDARD DRAWINGSD3545. ET2000 PLUS TERMINAL (TL2)
303304305306
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CH33
92.48
CH34
16.48CH
3424
.96
CH34
48.10
CH35
33.68
CH35
82.28
CH 33
90
CH 34
00
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>
>>>>>>>>>>>>>>>>>>>>>>>
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CONC
PIP
E 30
0 DIA
EX D
EX D
TBM 104PIN IN DUMPYRL 299.62
x x
xx
xx
x x x
x
xx
CH32
16.45
CH32
79.10
CH33
92.48
CH 31
90CH 32
00CH 32
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30
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50
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90
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00
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60CH 33
70CH 33
80CH 33
90
x
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> > > >
> > > > > > > > > > > > > >
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >4 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
LIMIT OF FULL WIDTHRECONSTRUCTION
EXTEND EXISTING 300Ø CULVERTTO TITLE BOUNDARY. PROVIDECONCRETE ENDWALL TO SUIT
DIAMOND HILL ROAD
RELOCATE EXISTING W1-5& W8-2A SIGNS TO BE 1mCLEAR OF EDGE OF SEAL
x
CH30
01.14
CH31
07.40
CH 30
00CH 30
10CH 30
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TBM 105PIN IN DUMPY
RL 294.31
x
CH29
28.78
CH30
01.14
CH 28
80
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90
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00
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20
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30
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MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >5 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
DIAMOND HILL ROAD
REGRADE EXISTING TABLEDRAIN OUTLET TO SUITPROPOSED EARTHWORKS
PSM 127RL298.58
x
CH28
38.36
CH 27
50CH 27
60CH 27
70CH 27
80CH 27
90CH 28
00CH 28
10CH 28
20
CH 28
30
CH 28
40
CH 28
50
CH 28
60
CH 28
70
CH 28
80
CH 28
90
x
x
x
x x xx
xx
x
TBM 107PIN IN DUMPY
RL 282.49
CH26
10.46
CH26
66.05
CH27
43.58
CH 26
20CH 26
30CH 26
40CH 26
50CH 26
60CH 26
70CH 26
80CH 26
90CH 27
00CH 27
10CH 27
20CH 27
30CH 27
40CH 27
50CH 27
60CH 27
70
xx
xx
x
x
x
x
x
> > > > > > > > > > > > > > > > > > > > >
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >6 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
DIAMOND HILL ROAD
>>
>>
>>
> > >EX D
>>
>>
>>
>>
>>
>>
>>
>> > >
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
>>
>>
>
CONC PIPE DIA 350
>>
>>
>
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
x x
xx
xx
x
CH2407.36CH2412.64
CH25
28.72
CH26
10.46
CH 2410
CH 2420
CH 2430
CH 2440
CH 2450
CH 2460
CH 2470
CH 24
80
CH 24
90
CH 25
00
CH 25
10
CH 25
20
CH 25
30CH 25
40CH 25
50CH 25
60CH 25
70CH 25
80CH 25
90CH 26
00
CH 26
20CH 26
30 x
x
x
x
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >7 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
RECONSTRUCT EXISTING DRIVEWAYAND RELOCATE CULVERT TO MATCHNEW INVERT. PROVIDE DRIVEABLEENDWALLS TO SUIT
RElOCATE EXISTINGW2-9A(R) SIGN
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
CONC
PIPE
DIA
1200
TBM 108PIN IN DUMPYRL 270.42
>>
>>
>>
>
>>
EX D
EX D
x
x
xx
xx
x
xx
x
x
x
x
x
x
x
x
x
xx
x
CH2307.62
CH2407.36CH2412.64
CH 2290
CH 2300
CH 2310
CH 2320
CH 2330
CH 2340
CH 2350
CH 2360
CH 2370
CH 2380
CH 2390
CH 2400
CH 2410
CH 2420
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >8 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
MATCH SHOULDER & VERGETO EXISTING PAVEMENT
MATCH SHOULDER & VERGETO EXISTING PAVEMENT
HOLLIDAYS
ROAD
PROPOSED PRIVATE LAND ACQUISITION
EXTEND EXISTING 1200Ø PIPE TOINVERT OF NEW TABLE DRAIN &RELOCATE CONCRETE ENDWALL.REMOVE EXISTING ARMCO GUARD RAIL
INSTALL 28.4m LENGTH OF EZYGUARD SMART GUARD FENCE 2.2mOFFSET FROM EDGE OF DESIGNTRAFFIC LANE (SEE TYPICAL SECTIONSHEET 2). POSTS @ 1.88m SPACINGS
G.R.E.A.T. TERMINAL AS PERVICROADS STANDARD DRAWINGSD3545. ET2000 PLUS TERMINAL (TL2)
G.R.E.A.T. TERMINAL AS PERVICROADS STANDARD DRAWINGSD3545. ET2000 PLUS TERMINAL (TL2)
>>
>>
EX D
CONC PIPE 300 DIA
>>
TBM 111RIVET IN W'WALLRL 283.96
CH931.10
CH964.60
CH 840
CH 850
CH 860
CH 870
CH 880
CH 890
CH 900
CH 910
CH 920
CH 940
CH 950
CH 960
xx
x
x
x
x
x
x
x
x
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
CH732.69
CH786.68
CH796.90
CH833.45
CH 720
CH 730
CH 740
CH 750
CH 760
CH 770
CH 780
CH 790
CH 800
CH 810
CH 820
CH 830
CH 840
x
x
x
x
xxx
x
x
x
TBM 112SPIKE
RL 281.17
CH655.56
CH 590
CH 600
CH 610
CH 620
CH 630
CH 640
CH 650
CH 660
CH 670
CH 680
CH 690
CH 700
CH 710
x
x
xx
x
x
x
x
xx
x
x
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >9 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
EXTEND EXISTING 300Ø CONCRETECULVERT TO CLEAR ZONE IL282.29PROVIDE CONCRETE ENDWALL &REALIGN TABLE DRAIN TO SUIT
DIAM
OND
HILL
R
OAD
DIAM
OND
HILL
R
OAD
EXTEND EXISTING 300ØCONCRETE CULVERT TOCLEAR ZONE IL281.96PROVIDE CONCRETEENDWALL TO SUIT
>
/
EX DCONC PIPE 450 DIABOX CULVERT 200X450
CH491.29
CH 480
CH 500
CH 510
CH 520
CH 530
CH 540
CH 550
CH 560
CH 570
CH 580
CH 590x
x
x
x
x
x
x
x
x
x
x
x
x
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
EX D
EX D
/
/
/
/
//
/
>>
>>
EX D
/
/
/
/
CONC PIPE 300 DIA
BOX CULVERT 600X1200
CONC PIPE 450 DIA
CONC PIPE 300 DIA
TBM 113SPIKE
RL 278.82
CH447.60
CH468.62
CH 350
CH 360
CH 370
CH 380
CH 390
CH 400
CH 410
CH 420
CH 430
CH 440
CH 450
CH 460
CH 480
x
xx
x
xx
x
x
x
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
>>
>>
>>
>>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
>
CONC PIPE DIA 300
//
//
//
//
//
//
//
/
CH342.83
CH 230
CH 240
CH 250
CH 260
CH 270
CH 280
CH 290
CH 300
CH 310
CH 320
CH 330
CH 340
CH 350
x
x
x
xx
x
x
x
x
x
x
x
xx
x
x>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
x
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >10 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
DIAMOND HILL ROAD
CAHILLS ROAD
EXTEND EXISTING 450ØRCP BEYOND CLEAR ZONE.IL278.76
MATCH NEW WORKS TOEXISTING INTERSECTION
DIAMOND HILL ROAD
DIAMOND HILL ROAD
EXTEND EXISTING 450ØRCP PIPE & CONNECT TOBOX CULVERT AT NEW900x600 JUNCTION PIT.COVER RL280.70 IL279.16
RELOCATE EXISTING 600x1200BOX CULVERT AND ENDWALSBEYOND CLEAR ZONE
EXTEND EXISTING 300Ø RCPCULVERT TO MATCH NEWCONSTRUCTION WORKSIL279.57. PROVIDE CONCRETEENDWALLS TO SUIT
RELOCATE EXISTINGG9-21 SIGN
EXTEND EXISTING 300ØRCP BEYOND CLEARZONE. IL279.06
>>
>>
>>
>>
>>
>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
>
EX DEX D /CONC PIPE 825 DIA
CONC PIPE 825 DIA
CONC PIPE DIA 220
>>
>>
>>
>>
>>
//
//
//
//
//
//
//
//
//
TBM 114PIN IN DUMPYRL 271.59
>>
>>
/
CH125.56
CH194.44
CH 90
CH 100
CH 110
CH 120
CH 130
CH 140
CH 150
CH 160
CH 170
CH 180
CH 190
CH 200
CH 210
CH 220
x
x
x
x
x
x
x
x
x
x
xx
x
x
x
x
x
x>
>>
>>
>>
>>
>>
>>
>>
>>
>>
> >>>>>>>>EX D>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>>
>>
>>>>
/
/
/
/
/
TBM 115SPIKE
RL 274.69>
>>
>
CH10.26
CH125.56
CH 0
CH 20
CH 30
CH 40
CH 50
CH 60
CH 70
CH 80
CH 90
CH 100
CH 110
CH 120
CH 130
x
x
x
x
x
x
x
x
x
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
MGA
94
ZONE
55
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >11 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale 1:500
DESIGN PARAMETERS
AADT adopted for design - 1307 VPD (two way) 5.0%CV
Design speed - 100km/hr
Design clear zone - 6.0m (STRAIGHTS) & 7.5m (CURVES)
TENDER
NANKERVIS ROAD
DIAMOND HILL ROAD
RECONSTRUCT EXISTINGDRIVEWAY AND CULVERT TOMATCH SHOULDER WIDENING &PROVIDE DRIVEABLE ENDWALLS
MATCH SHOULDER & VERGETO EXISTING PAVEMENT
DIAMOND HILL ROAD
REMOVE EXISTINGARMCO GUARD RAILING
RELOCATEEXISTING SIGN
RELOCATE EXISTINGW2-14A(L)
RELOCATE EXISTINGG9-21 SIGN 1mCLEAR OF SEAL
EXTEND EXISTING TWIN 825ØCONCRETE CULVERTS TO BEYONDCLEAR ZONE U/S IL271.84 D/S IL269.28.PROVIDE CONCRETE ENDWALLS TOSUIT
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >12 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:500 V1:100
TENDER
DIAMOND HILL ROAD / KANGAROO GULLY ROAD
3492
.50
3495
.00
3497
.50
3500
.00
3502
.50
3505
.00
3507
.50
3510
.00
3512
.50
3515
.00
3517
.50
3520
.00
3522
.50
3525
.00
3527
.50
3530
.00
3532
.50
3533
.68
3534
.00
3540
.00
3544
.00
3550
.00
3554
.00
3560
.00
3570
.00
3580
.00
3590
.00
3599
.77
3600
.00
3610
.00
3620
.00
3630
.00
3634
.77
3640
.00
3644
.72
3650
.00
3660
.00CHAINAGE
300.4
8
300.5
7
300.6
7
300.7
7
300.8
7
300.9
6
301.0
6
301.1
7
301.2
8
301.3
8
301.4
9
301.6
1
301.7
2
301.8
4
301.9
4
302.0
5
302.1
8
302.2
430
2.24
302.2
4
302.2
5
302.5
5
302.7
8
303.1
3
303.3
7
303.8
2
304.5
6
305.3
4
306.0
8
306.7
5
306.7
7
307.3
8
307.9
8
308.4
6
308.5
7
308.5
1
308.3
8
308.2
0
307.8
4
NATURAL SURFACE
302.2
4
302.2
5
302.5
7
302.7
9
303.1
4
303.3
9
303.7
7
304.4
0
305.0
3
305.6
7
306.2
8
306.3
0
306.8
6
307.2
8
307.5
5
307.6
4
307.6
9
307.7
1
307.6
9
307.5
4
DESIGN CENTRELINE
Cres
t Ch 3
644.7
2 RL 3
07.71
R.L. 296.00
4.98%
I.P. 3
02.75
6.33%
20.00
I.P. 3
08.50
-3.53%
70.00
5.00%
0.00
46.40
46.40
**
308.8
7
306.1
0
306.6
2
**
2.25
1:90.0 (1.11%)
375Ø CL3 FJ
01 02
** TO BE CONFIRMED ON SITE
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
DATUM RL 302PIPE GRADE (SLOPE)
PIPE DETAILS
56.55
10.15
311.1
1
308.1
7
309.8
6
0.70
1.25
1:6.0 (16.65%)
375Ø CL2 FJ
03
FULL DEPTHFCR BACKFILL
900 x
900 J
P
900 x
600 J
P
WAT
ER R
ACE
OUTL
ET
EX 375 RCP
DEEPENED PIPED WATER RACE LONG SECTIONSEE SHEET 3 FOR LOCATION
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >13 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:500 V1:100
TENDER
DIAMOND HILL ROAD / KANGAROO GULLY ROAD
3640
.00
3644
.72
3650
.00
3660
.00
3669
.77
3670
.00
3680
.00
3690
.00
3700
.00
3710
.00
3720
.00
3730
.00
3740
.00
3746
.85
3750
.00
3757
.50
3760
.00
3762
.50
3765
.00
3767
.50
3770
.00
3772
.50
3775
.00
3777
.50
3780
.00CHAINAGE
308.5
1
308.3
8
308.2
0
307.8
4
307.4
6
307.4
5
307.0
6
306.6
5
306.2
2
305.7
2
305.1
9
304.6
2
304.0
4
303.6
530
3.65
303.6
5
303.4
8
303.0
8
302.9
4
302.8
0
302.6
6
302.5
2
302.3
8
302.2
4
302.1
0
301.9
6
301.8
2
NATURAL SURFACE
307.6
9
307.7
1
307.6
9
307.5
4
307.2
7
307.2
6
306.9
0
306.5
5
306.1
5
305.6
6
305.1
1
304.5
7
304.0
3
303.6
5
DESIGN CENTRELINE
Cres
t Ch 3
644.7
2 RL 3
07.71
R.L. 296.00
-3.53%
70.00
I.P. 3
06.20
-5.43%
20.00
-5.42%
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >14 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL269.50
CH 2300.00
-8.18
-7.18
-5.60
-3.30 0.0
0
3.23
5.60
9.83
10.83
270.8
827
0.71
270.8
0
271.2
4
271.4
2
271.5
9
271.6
3
270.6
5
270.5
3
270.7
1
271.1
0
271.2
4
271.4
2
271.5
9
271.7
1
270.6
5
1 in 4.0-5.8%
-5.5%5.4% 4.8%
1 in 4.0
RL269.00
CH 2310.00
-8.48
-7.48
-5.60
-3.30 0.0
0
3.05
5.60
12.02
12.42
13.02
270.6
427
0.48
270.7
0
271.0
8
271.2
6
271.4
1
271.3
6
269.9
226
9.90
270.4
8
270.9
5
271.0
8
271.2
6
271.4
1
271.5
3
269.9
2
1 in 4.0-5.8%
-5.4%4.8% 4.8%
1 in 4.0
RL269.00
CH 2320.00
-8.53
-7.53
-5.60
-3.30 0.0
0
2.94
5.60
11.88
12.07
12.88
270.3
227
0.30
270.6
1
270.9
1
271.0
9
271.2
3
271.2
2
269.7
926
9.78
270.3
0
270.7
8
270.9
1
271.0
9
271.2
3
271.3
6
269.7
9
1 in 4.0-5.8% -5.3%
5.0% 4.9%
1 in 4.0
RL269.50
CH 2330.00
-8.62
-7.62
-5.60
-3.30 0.0
0
3.03
5.60
6.60
270.1
327
0.13
270.4
9
270.7
7
270.9
5
271.1
0
271.1
2
270.7
6
270.1
3
270.6
4
270.7
7
270.9
5
271.1
0
271.2
3
1 in 4.0-5.8%
-5.4%5.1% 5.0%
RL269.00
CH 2340.00
-8.68
-7.68
-5.60
-3.30 0.0
0
3.30
5.60
10.94
11.94
269.9
726
9.98
270.2
7
270.6
3
270.8
2
270.9
9
271.0
6
269.7
8
269.7
8
269.9
8
270.5
0
270.6
3
270.8
2
271.0
0
271.1
1
269.7
8
1 in 4.0-5.9%
-5.7%5.3% 5.0%
1 in 4.0
RL268.50
CH 2350.00
-9.02
-8.02
-5.60
-3.29 0.0
0
3.30
5.60
11.32
12.32
269.8
726
9.83
270.1
8
270.5
7
270.7
6
270.9
4
270.9
8
269.6
3
269.7
8
269.8
3
270.4
3
270.5
7
270.7
6
270.9
4
271.0
5
269.6
3
1 in 4.0-5.9%
-6.1%5.2% 5.1%
1 in 4.0
RL268.50
CH 2360.00
-8.42
-7.42
-6.58
-5.60
-3.15 0.0
0
3.30
5.60
5.92
6.92
270.2
126
9.94
269.4
0
269.8
7
270.5
4
270.7
3
270.9
1
270.9
427
0.95
270.6
2
269.9
4
270.1
5
270.3
9
270.5
4
270.7
3
270.9
1
271.0
327
0.95
1 in 4.0-5.9%
-6.1%5.4%
5.2%
RL268.50
CH 2370.00
-8.34
-7.34
-5.60
-3.13 0.0
0
3.30
5.60
9.88
10.88
270.1
226
9.98
269.8
7
270.5
6
270.7
4
270.9
4
270.9
9
269.9
9
269.9
2
269.9
8
270.4
2
270.5
6
270.7
4
270.9
4
271.0
6
269.9
9
1 in 4.0-5.9%
-5.8%6.0%
5.2%
1 in 4.0
RL269.00
CH 2380.00
-8.75
-7.75
-5.60
-3.27 0.0
0
3.30
5.60
8.61
9.61
269.9
926
9.92
270.2
5
270.6
0
270.7
9
271.0
0
271.0
0
270.3
7
270.3
0
269.9
2
270.4
6
270.6
0
270.7
9
271.0
0
271.1
2
270.3
7
1 in 4.0-5.9%
-5.9%6.2%
5.3%1 in 4.0
RL269.00
CH 2390.00
-8.39
-7.39
-5.60
-3.30 0.0
0
3.22
5.60
6.24
7.24
270.2
527
0.08
270.3
7
270.6
6
270.8
6
271.0
6
271.1
127
1.03
270.7
9
270.0
8
270.5
3
270.6
6
270.8
6
271.0
6
271.1
927
1.03
1 in 4.0-5.9%
-5.9%6.3%
5.4%
RL269.00
CH 2400.00
-8.46
-7.46
-5.60
-3.30 0.0
0
3.18
5.60
5.83
6.83
270.3
827
0.15
270.4
8
270.7
5
270.9
3
271.1
5
271.2
227
1.22
271.1
9
270.1
5
270.6
2
270.7
5
270.9
3
271.1
5
271.2
827
1.22
1 in 4.0-6.0%
-5.3%6.9%
5.5%
RL269.50
CH 2410.00
-8.35
-7.35
-5.60
-3.24 0.0
0
3.30
9.39
270.6
027
0.31
270.6
2
270.8
9
271.0
9
271.2
8
271.5
2
270.3
1
270.7
4
270.8
9
271.0
9
271.2
8
1 in 4.0-6.0%
-6.1%5.9%
RL269.50
CH 2420.00
-8.36
-7.36
-5.60
-3.35 0.0
0
3.30
8.71
270.8
027
0.51
270.8
4
271.0
9
271.2
9
271.4
7
271.5
2
270.5
1
270.9
5
271.0
9
271.2
9
271.4
7
1 in 4.0-6.0%
-6.0%5.6%
RL270.00
CH 2430.00
-8.33
-7.33
-5.60
-3.30 0.0
0
3.30
5.60
6.19
7.19
270.9
927
0.76
271.0
6
271.3
3
271.5
1
271.6
7
271.6
727
1.65
271.4
3
270.7
6
271.1
9
271.3
3
271.5
1
271.6
7
271.8
027
1.65
1 in 4.0-6.0%
-5.4%5.0% 5.6%
RL270.00
CH 2440.00
-8.24
-7.24
-5.60
-3.30 0.0
0
3.04
5.60
6.92
7.92
271.2
027
1.00
271.2
8
271.5
5
271.7
3
271.9
0
271.9
3
271.7
1
271.6
7
271.0
0
271.4
1
271.5
5
271.7
3
271.9
0
272.0
4
271.7
1
1 in 4.0-6.0%
-5.5%5.5%
5.5% 1 in 4.0
1 in 4.0 HOLLIDAYS RDINTERSECTION
HOLLIDAYS RDINTERSECTION
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >15 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
RL270.00
CH 2450.00
-8.05
-7.05
-5.60
-3.10 0.0
0
3.30
5.60
7.61
8.61
OFFSETS
271.4
427
1.25
271.4
3
271.7
7
271.9
4
272.1
3
272.1
7
271.7
6
271.6
9
NATURAL SURFACE
271.2
5
271.6
2
271.7
7
271.9
4
272.1
3
272.2
6
271.7
6
DESIGN SURFACE
1 in 4.0-6.0%
-5.8%5.7%
5.5% 1 in 4.0
RL270.50
CH 2460.00
-8.23
-7.23
-5.60
-3.09 0.0
0
3.27
5.60
7.99
8.99
271.6
727
1.48
271.7
2
272.0
4
272.2
2
272.4
1
272.4
9
271.9
4
271.8
5
271.4
8
271.8
8
272.0
4
272.2
2
272.4
1
272.5
4
271.9
4
1 in 4.0-6.0%
-6.1%5.8%
5.4%1 in 4.0
RL271.00
CH 2470.00
-8.06
-7.06
-5.60
-3.04 0.0
0
3.30
5.60
5.78
6.78
271.9
227
1.80
272.0
0
272.3
2
272.5
1
272.7
1
272.7
827
2.78
272.5
9
271.8
0
272.1
7
272.3
2
272.5
1
272.7
1
272.8
327
2.78
1 in 4.0-6.0%
-6.2%5.9%
5.4%
RL271.00
CH 2480.00
-8.15
-7.15
-5.60
-2.97 0.0
0
3.30
5.60
5.79
6.79
272.2
627
2.08
272.2
7
272.6
3
272.8
1
273.0
1
273.0
827
3.08
272.9
3
272.0
8
272.4
7
272.6
3
272.8
1
273.0
1
273.1
327
3.08
1 in 4.0-6.0%
-6.1%5.9%
5.3%
RL271.50
CH 2490.00
-8.21
-7.21
-5.60
-3.08 0.0
0
3.30
5.60
5.71
6.71
272.6
127
2.40
272.6
1
272.9
5
273.1
4
273.3
3
273.4
227
3.42
273.2
9
272.4
0
272.8
0
272.9
5
273.1
4
273.3
3
273.4
527
3.42
1 in 4.0-6.0%
-5.9%5.8%
5.3%
RL271.50
CH 2500.00
-8.27
-7.27
-6.70
-5.60
-3.27 0.0
0
3.30
5.60
5.66
6.66
272.9
927
2.75
272.3
7
273.0
0
273.3
0
273.4
9
273.6
7
273.7
727
3.78
273.5
8
272.7
527
2.89
273.1
6
273.3
0
273.4
9
273.6
7
273.7
927
3.78
1 in 4.0-6.0%
-5.5%5.6%
5.2%
RL272.00
CH 2510.00
-8.44
-7.44
-5.60
-3.30 0.0
0
3.10
5.60
5.67
6.67
273.3
127
3.10
273.3
9
273.6
9
273.8
7
274.0
4
274.1
527
4.15
273.8
6
273.1
0
273.5
6
273.6
9
273.8
7
274.0
4
274.1
727
4.15
1 in 4.0-6.0% -5.4%
5.4%5.2%
RL272.50
CH 2520.00
-8.52
-7.52
-5.60
-3.30 0.0
0
2.95
5.60
5.78
6.78
273.6
627
3.46
273.6
9
274.0
8
274.2
9
274.4
3
274.5
127
4.52
274.1
4
273.4
6
273.9
4
274.0
8
274.2
9
274.4
3
274.5
627
4.52
1 in 4.0-6.0%
-6.2%4.8% 5.1%
RL273.00
CH 2530.00
-9.36
-8.53
-8.36
-6.80
-5.60
-3.30 0.0
0
3.07
5.60
5.80
6.80
274.4
827
4.47
274.4
6
274.4
6
274.5
2
274.7
3
274.8
9
274.9
727
4.97
274.5
7
274.4
7
274.0
8
274.3
8
274.5
2
274.7
3
274.8
9
275.0
227
4.97
1 in 4.0 1 in 4.0-6.0%
-6.4%5.2% 5.1%
RL273.50
CH 2540.00
-7.92
-6.92
-6.56
-5.60
-3.27 0.0
0
3.30
5.60
5.85
6.85
274.8
327
4.60
274.2
727
4.67
275.0
7
275.2
3
275.4
0
275.4
527
5.46
275.1
1
274.6
027
4.69
274.9
3
275.0
7
275.2
3
275.4
0
275.5
227
5.46
1 in 4.0-6.0% -4.8%
5.3%5.1%
RL274.00
CH 2550.00
-8.04
-7.04
-5.60
-3.20 0.0
0
3.30
5.60
6.68
275.5
027
5.11
275.1
5
275.6
1
275.7
6
275.9
4
276.0
8
275.7
6
275.1
1
275.4
7
275.6
1
275.7
6
275.9
4
276.0
6
1 in 4.0-6.0% -4.6%
5.5%5.2%
RL275.00
CH 2560.00
-10.8
4-1
0.52
-9.84
-6.80
-5.60
-3.13 0.0
0
3.28
5.60
5.75
6.75
276.5
427
6.46
275.8
6
275.7
4
276.1
5
276.3
1
276.5
0
276.5
827
6.58
276.3
2
276.4
6
275.7
0
276.0
0
276.1
5
276.3
1
276.5
0
276.6
227
6.58
1 in 4.0 1 in 4.0-6.0%
-5.2%5.8%
5.2%
274.8
3
1 in 4.0
1 in 4.0
1 in 4.0
RL275.50
CH 2570.00
-10.6
0
-9.75
-9.30
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
6.09
7.09
277.2
9
277.3
527
7.31
276.6
4
276.3
3
276.7
1
276.9
0
277.0
8
277.0
827
7.08
276.6
8
277.3
527
6.90
276.2
8
276.5
8
276.7
1
277.0
8
277.2
027
7.08
1 in 1.0
1 in 4.01 in 4.0
-6.0%-5.7%
5.4%5.2%
RL276.00
CH 2580.00
-10.6
6-9
.98-9
.30
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
6.60
278.0
527
8.13
278.0
5
277.4
0
276.9
8
277.2
5
277.4
4
277.6
1
277.6
1
277.3
2
278.1
327
7.44
276.8
2
277.1
2
277.2
5
277.6
1
277.7
3
1 in 1.0
1 in 4.01 in 4.0
-6.0%-5.8%
5.0% 5.2%
RL276.50
CH 2590.00
-10.7
3-1
0.15
-9.30
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
5.93
6.93
278.7
827
8.77
278.7
2
278.0
6
277.5
6
277.7
3
277.9
1
278.0
4
278.0
827
8.08
277.6
3
278.7
727
7.91
277.2
9
277.5
9
277.7
3
278.0
4
278.1
627
8.08
1 in 1.01 in 4.0
1 in 4.0-6.0%
-5.5%4.0% 5.2%
RL277.00
CH 2600.00
-10.8
0-1
0.36
-9.30
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
5.79
6.79
279.3
927
9.38
279.3
5
278.7
7
278.1
5
278.1
3
278.3
2
278.4
4
278.5
227
8.52
278.1
5
279.3
827
8.32
277.6
9
277.9
9
278.1
3
278.4
4
278.5
627
8.52
1 in 1.0
1 in 4.01 in 4.0
-6.0%-5.6%
3.8% 5.3%
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >16 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
RL279.00
CH 2690.00
-8.78
-7.78
-6.80
-5.60
-3.09 0.0
0
3.26
5.60
9.53
10.53
281.0
128
0.76
280.5
4
280.4
4
280.8
5
280.8
3
280.8
7
280.7
8
279.8
6
279.7
7
280.7
6
280.5
2
280.8
2
280.8
5
280.8
3
280.8
7
280.8
4
279.8
6
1 in 4.0 -1.1% 0.5% 1.0% -1.0%
1 in 4.0
RL279.00
CH 2700.00
-11.9
5-1
0.95
-6.80
-5.60
-2.79 0.0
0
3.30
5.60
9.97
10.97
281.9
128
1.89
280.9
1
280.9
7
281.1
8
281.1
4
281.1
4
281.0
5
280.0
2
279.9
1
281.8
9
280.8
5
281.1
5
281.1
8
281.1
4
281.1
4
281.1
1
280.0
2
1 in 4.0
1 in 4.0 -1.0% 1.3% 0.1% -1.3%
1 in 4.0
RL279.50
CH 2710.00
-8.36
-7.36
-6.80
-5.60
-2.80 0.0
0
3.30
5.60
8.79
9.79
281.5
728
1.34
281.2
2
281.3
0
281.4
9
281.4
3
281.4
0
281.2
3
280.5
2
280.4
5
281.3
428
1.20
281.5
0
281.4
9
281.4
3
281.4
0
281.3
2
280.5
2
1 in 4.0 0.5% 2.2% -1.0% -3.4%
1 in 4.0
RL280.50
CH 2720.00
-8.30
-7.30
-5.60
-2.85 0.0
0
3.30
5.60
5.75
6.75
281.6
028
1.37
281.5
3
281.7
5
281.6
8
281.6
2
281.4
828
1.47
281.1
9
281.3
7
281.8
0
281.7
5
281.6
8
281.6
2
281.5
128
1.47
1 in 4.01.7% 2.4% -1.8% -5.0%
RL280.50
CH 2730.00
-8.52
-7.52
-5.60
-2.91 0.0
0
3.30
5.60
5.97
6.97
281.8
428
1.60
281.7
7
282.0
1
281.9
3
281.8
3
281.6
528
1.62
281.2
5
281.6
0
282.0
8
282.0
1
281.9
3
281.8
3
281.7
228
1.62
1 in 4.02.7% 2.9% -2.9% -5.0%
RL281.00
CH 2740.00
-8.50
-7.50
-5.60
-2.96 0.0
0
3.30
5.60
6.52
7.52
282.1
728
1.91
282.0
0
282.2
9
282.1
9
282.0
7
281.8
6
281.7
2
281.6
2
281.9
1
282.3
9
282.2
9
282.1
9
282.0
7
281.9
5
281.7
2
1 in 4.03.6% 3.6% -3.6% -5.0%
RL281.00
CH 2750.00
-8.46
-7.46
-5.60
-3.00 0.0
0
3.30
5.60
7.04
8.04
282.4
928
2.21
282.3
5
282.5
9
282.4
6
282.3
2
282.1
4
281.8
5
281.7
7
282.2
1
282.6
8
282.5
9
282.4
6
282.3
2
282.2
1
281.8
5
1 in 4.03.4% 4.2% -4.1% -5.0% 1 in 4.0
RL281.00
CH 2760.00
-8.50
-7.50
-5.60
-3.02 0.0
0
3.30
5.60
7.27
8.27
282.7
828
2.51
282.7
7
282.9
1
282.7
4
282.5
8
282.3
6
282.0
4
282.0
0
282.5
1
282.9
9
282.9
1
282.7
4
282.5
8
282.4
6
282.0
4
1 in 4.03.1% 5.5%
-5.0% -5.0%1 in 4.0
1 in 4.0
RL277.00
CH 2610.00
-11.2
0-1
0.20
-9.30
-6.80
-5.60
-4.67
-3.30 0.0
0
3.30
5.60
5.92
6.92
OFFSETS
279.5
727
9.49
279.4
2
278.9
2
278.4
6
278.1
0
278.4
1
278.6
5
278.8
3
278.8
627
8.87
278.4
7
NATURAL SURFACE
279.4
9
278.6
0
277.9
7
278.2
7
278.3
3
278.4
1
278.8
3
278.9
527
8.87
DESIGN SURFACE
1 in 1.0
1 in 4.01 in 4.0
-6.0%-7.3%
5.3%5.3%
RL277.50
CH 2620.00
-11.7
9-1
1.27
-10.8
0
-6.80
-5.60
-4.63
-3.30 0.0
0
3.30
5.60
8.66
9.66
279.7
727
9.76
279.7
6
279.0
5
278.6
6
278.3
1
278.7
3
278.9
4
279.1
2
279.1
3
278.4
6
278.3
4
279.7
627
9.30
278.3
0
278.6
0
278.6
6
278.7
3
279.1
1
279.2
2
278.4
6
1 in 1.0
1 in 4.0
1 in 4.0-6.0%
-6.3%5.2% 4.8%
1 in 4.0
RL277.50
CH 2630.00
-11.8
3-1
1.16
-10.8
0
-6.80
-5.60
-4.16
-3.29 0.0
0
3.19
5.60
7.92
8.92
279.9
827
9.94
279.9
1
279.2
5
278.8
8
278.8
9
279.0
2
279.2
0
279.3
5
279.2
9
278.8
7
278.7
9
279.9
427
9.58
278.5
8
278.8
8
278.9
7
279.0
2
279.3
5
279.4
5
278.8
7
1 in 4.0
1 in 4.0-6.0%
-5.6%4.7% 4.2%
1 in 4.0
RL278.00
CH 2640.00
-10.8
0-1
0.21
-6.80
-5.60
-3.26 0.0
0
3.06
5.60
7.99
8.99
279.9
3
279.3
6
279.0
1
279.3
0
279.4
6
279.5
8
279.4
6
279.0
8
278.9
9
279.8
627
9.72
278.8
6
279.1
6
279.3
0
279.5
8
279.6
8
279.0
8
1 in 4.0
1 in 4.0-5.9% -4.8% 4.1% 3.7%
1 in 4.0
RL278.00
CH 2650.00
-11.6
7-1
0.67
-10.3
0
-6.80
-5.60
-3.18 0.0
0
3.02
5.60
8.83
9.83
280.0
1
279.4
5
279.3
3
279.6
0
279.7
2
279.8
2
279.5
6
279.0
9
279.0
3
280.1
428
0.04
279.1
7
279.4
7
279.6
0
279.8
2
279.9
0
279.0
9
1 in 4.0
1 in 4.0-5.6% -3.6% 3.3% 3.1%
1 in 4.0
RL278.50
CH 2660.00
-11.4
4-1
0.44
-10.4
2
-6.80
-5.60
-3.12 0.0
0
3.04
5.60
9.46
10.46
280.4
528
0.40
280.4
0
279.6
0
279.4
1
279.9
1
279.9
8
280.0
5
279.7
6
279.1
5
279.0
7
280.4
028
0.39
279.4
8
279.7
8
279.9
1
280.0
5
280.1
1
279.1
5
1 in 4.0
1 in 4.0-5.3% -2.0% 2.4% 2.5%
1 in 4.0
RL278.50
CH 2670.00
-11.3
1-1
0.31
-10.1
7
-6.80
-5.60
-3.30 0.0
0
3.09
5.60
9.89
10.89
280.7
628
0.76
280.7
5
279.8
8
279.6
7
280.1
9
280.2
4
280.3
0
280.0
2
279.2
8
279.1
8
280.7
628
0.62
279.7
8
280.0
8
280.1
9
280.3
0
280.3
5
279.2
8
1 in 4.0
1 in 4.0-5.0% -1.5% 2.0% 1.8%
1 in 4.0
RL279.00
CH 2680.00
-10.9
3-9
.93-9
.92
-6.80
-5.60
-3.30 0.0
0
3.17
5.60
9.36
10.36
281.0
428
0.94
280.9
4
280.1
7
280.0
0
280.5
2
280.5
3
280.5
8
280.4
1
279.6
6
279.5
7
280.9
428
0.95
280.1
7
280.4
7
280.5
2
280.5
8
280.6
0
279.6
6
1 in 4.01 in 4.0 -2.2% -0.5% 1.6% 0.7%
1 in 4.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >17 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
RL281.50
CH 2770.00
-8.66
-7.66
-5.60
-3.05 0.0
0
3.30
5.60
7.32
8.32
OFFSETS
283.0
328
2.75
283.0
4
283.1
8
282.9
9
282.8
2
282.6
0
282.2
7
282.2
0
NATURAL SURFACE
282.7
5
283.2
7
283.1
8
282.9
9
282.8
2
282.7
0
282.2
7
DESIGN SURFACE
1 in 4.03.5% 6.1%
-5.4% -5.2%1 in 4.0
RL282.00
CH 2780.00
-8.67
-7.67
-5.60
-3.11 0.0
0
3.28
5.60
6.01
7.01
283.3
328
3.03
283.4
1
283.4
3
283.2
3
283.0
5
282.8
528
2.82
282.6
0
283.0
3
283.5
5
283.4
3
283.2
3
283.0
5
282.9
228
2.82
1 in 4.04.7%
6.4%-5.5% -5.6%
RL282.00
CH 2790.00
-8.70
-7.70
-5.60
-3.18 0.0
0
3.27
5.60
5.92
6.92
283.5
328
3.28
283.6
9
283.6
6
283.4
6
283.2
8
283.0
828
3.06
282.8
5
283.2
8
283.8
1
283.6
6
283.4
6
283.2
8
283.1
428
3.06
1 in 4.05.9%
6.4%-5.6%
-6.0%
RL282.50
CH 2800.00
-8.92
-7.92
-5.60
-3.19 0.0
0
3.23
5.60
6.60
283.6
728
3.43
283.8
9
283.8
7
283.6
8
283.5
0
283.2
1
283.0
0
283.4
3
284.0
1
283.8
7
283.6
8
283.5
0
283.3
7
1 in 4.05.5%
6.0%-5.6%
-5.7%
RL282.50
CH 2810.00
-8.30
-7.30
-5.60
-3.19 0.0
0
3.20
5.60
6.60
283.8
428
3.76
284.0
6
284.0
7
283.8
9
283.7
0
283.4
9
283.2
0
283.7
6
284.1
8
284.0
7
283.8
9
283.7
0
283.5
7
1 in 4.04.8% 5.4%
-6.0%-5.3%
RL282.00
CH 2820.00
-8.71
-7.71
-5.60
-3.11 0.0
0
3.28
5.60
10.01
10.84
11.01
283.9
128
3.86
284.2
8
284.2
8
284.1
1
283.9
1
283.7
0
282.7
028
2.68
283.8
6
284.3
9
284.2
8
284.1
1
283.9
1
283.8
0
282.7
0
1 in 4.04.2% 5.7%
-5.8%-5.0%
1 in 4.0
RL282.00
CH 2830.00
-9.01
-8.01
-5.60
-3.04 0.0
0
3.34
5.60
9.94
10.94
284.1
828
4.00
284.5
3
284.5
1
284.3
2
284.1
5
283.9
2
282.9
5
282.9
2
284.0
0
284.6
0
284.5
1
284.3
2
284.1
5
284.0
4
282.9
5
1 in 4.03.6% 6.1%
-5.2% -5.0%
1 in 4.0
RL282.00
CH 2840.00
-9.18
-8.18
-5.60
-3.02 0.0
0
3.29
5.60
10.40
11.40
284.5
028
4.17
284.7
5
284.7
4
284.5
6
284.4
1
284.2
0
283.1
0
283.0
5
284.1
7
284.8
1
284.7
4
284.5
6
284.4
1
284.3
0
283.1
0
1 in 4.03.0% 5.9%
-4.4% -5.0%
1 in 4.0
RL283.50
CH 2850.00
-8.72
-7.72
-5.60
-3.02 0.0
0
3.30
5.60
6.19
7.19
284.6
928
4.48
284.9
9
284.9
5
284.8
0
284.6
6
284.4
528
4.40
284.1
5
284.4
8
285.0
1
284.9
5
284.8
0
284.6
6
284.5
428
4.40
1 in 4.02.4% 5.2%
-4.2% -5.0%
RL283.50
CH 2860.00
-8.83
-7.83
-5.60
-3.00 0.0
0
3.30
5.60
6.15
7.15
284.9
628
4.67
285.1
4
285.1
8
285.0
5
284.9
2
284.7
228
4.67
284.4
6
284.6
7
285.2
3
285.1
8
285.0
5
284.9
2
284.8
128
4.67
1 in 4.01.8% 4.5% -3.8% -5.0%
RL284.00
CH 2870.00
-8.62
-7.62
-5.60
-3.01 0.0
0
3.29
5.60
6.16
7.16
285.1
928
4.95
285.2
9
285.4
2
285.3
2
285.2
1
285.0
128
4.96
284.6
1
284.9
5
285.4
5
285.4
2
285.3
2
285.2
1
285.1
028
4.96
1 in 4.01.2% 3.4% -3.2% -5.0%
RL283.00
CH 2880.00
-8.36
-7.36
-5.60
-3.04 0.0
0
3.22
5.60
11.42
11.68
12.42
285.4
828
5.23
285.5
1
285.6
7
285.6
1
285.5
3
285.3
2
283.9
628
3.96
285.2
3
285.6
8
285.6
7
285.6
1
285.5
3
285.4
1
283.9
6
1 in 4.00.2% 2.0% -2.4% -5.0%
1 in 4.0
RL284.00
CH 2890.00
-7.80
-6.80
-5.60
-3.04 0.0
0
3.16
5.60
8.54
9.54
285.7
528
5.61
285.7
4
285.9
3
285.9
5
285.9
2
285.7
2
285.0
7
285.0
0
285.6
1
285.9
1
285.9
3
285.9
5
285.9
2
285.8
0
285.0
7
1 in 4.0 -1.0% -0.5% -0.8% -5.0%
1 in 4.0
RL285.00
CH 2900.00
-7.89
-6.89
-5.60
-3.11 0.0
0
3.10
5.60
8.23
9.23
286.0
528
5.97
286.1
1
286.3
2
286.3
6
286.3
8
286.2
0
285.6
9
285.6
5
285.9
7
286.2
9
286.3
2
286.3
6
286.3
8
286.3
5
285.6
9
1 in 4.0 -1.0% -1.5% 0.5% -1.2%1 in 4.0
RL285.00
CH 2910.00
-7.93
-6.93
-5.60
-3.19 0.0
0
3.06
5.60
9.45
10.45
286.6
828
6.41
286.5
1
286.7
8
286.8
4
286.8
9
286.6
6
285.9
2
285.9
1
286.4
1
286.7
4
286.7
8
286.8
4
286.8
9
286.8
8
285.9
2
1 in 4.0-1.6% -1.9% 1.6% -0.4%
1 in 4.0
1 in 4.0
1 in 4.0
RL285.50
CH 2920.00
-10.4
4-9
.44-9
.30
-6.80
-5.60
-3.23 0.0
0
3.05
5.60
10.40
10.80
11.80
287.9
028
7.79
287.7
8
287.1
4
286.9
3
287.4
0
287.5
1
287.5
8
287.3
5
286.4
1
287.7
928
7.65
287.0
3
287.3
3
287.4
0
287.5
8
287.6
2
286.4
228
6.32
1 in 4.01 in 4.0
-3.2% -3.2% 2.5% 1.3%
1 in 4.0
RL286.00
CH 2930.00
-10.7
2-9
.72-9
.30
-6.80
-5.60
-5.52
-3.30 0.0
0
3.04
5.60
10.41
10.80
11.80
288.8
128
8.70
288.6
7
288.1
0
287.6
128
7.57
288.0
7
288.2
2
288.3
3
288.1
5
287.0
0
288.7
028
8.28
287.6
6
287.9
628
7.96
288.0
7
288.3
3
288.3
9
287.1
928
7.09
1 in 4.01 in 4.0
-5.1% -4.3% 3.7% 2.4%
1 in 4.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >18 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL293.00
CH 3040.00
-10.8
6-9
.86-9
.30
-6.80
-5.60
-3.30 0.0
0
3.11
5.60
9.97
10.97
295.2
829
5.24
295.1
1
294.4
0
294.2
5
294.4
9
294.6
7
294.8
1
294.7
3
293.8
7
293.8
3
295.2
429
4.68
294.0
5
294.3
5
294.4
9
294.6
7
294.8
1
294.9
6
293.8
7
1 in 1.0
1 in 4.01 in 4.0
-5.7%-5.6%
4.6% 6.0%
1 in 4.0
RL293.50
CH 3050.00
-10.6
7-9
.67-9
.30
-6.80
-5.60
-3.30 0.0
0
3.07
5.60
9.28
10.28
295.5
329
5.44
295.3
4
294.6
3
294.6
5
294.8
8
295.0
3
295.1
5
295.1
0
294.3
8
294.3
6
295.4
429
5.07
294.4
5
294.7
5
294.8
8
295.0
3
295.1
5
295.3
0
294.3
8
1 in 4.01 in 4.0
-5.7% -4.5% 4.0% 6.0%1 in 4.0
RL292.00
CH 3020.00
-10.9
0-9
.90-9
.30
-6.80
-5.60
-3.30 0.0
0
3.15
5.60
10.60
294.5
929
4.47
294.3
8
293.7
4
293.4
2
293.6
8
293.8
7
294.0
3
293.8
9
292.7
8
294.4
729
3.87
293.2
5
293.5
5
293.6
8
293.8
7
294.0
3
294.1
8
292.9
3
1 in 1.0
1 in 4.01 in 4.0
-5.8%-5.6%
5.1%6.0%
RL292.50
CH 3030.00
-10.9
0-9
.90-9
.30
-6.80
-5.60
-3.30 0.0
0
3.14
5.60
10.96
294.9
329
4.88
294.8
2
294.1
2
293.7
9
294.0
9
294.2
8
294.4
4
294.2
7
293.2
4
294.8
829
4.28
293.6
6
293.9
6
294.0
9
294.2
8
294.4
4
294.5
8
1 in 1.0
1 in 4.01 in 4.0
-5.8%-5.9%
4.9% 6.0%
1 in 4.0
1 in 4.0
293.2
4
RL287.00
CH 2940.00
-11.0
4-1
0.04
-9.30
-6.80
-5.60
-3.28 0.0
0
3.14
5.60
10.80
11.02
11.23
12.02
289.7
928
9.71
289.6
5
289.0
7
288.5
2
288.7
7
288.9
6
289.1
2
289.0
6
287.7
028
7.69
287.6
8
289.7
128
8.97
288.3
5
288.6
5
288.7
7
289.1
2
289.2
1
287.9
128
7.69
1 in 1.0
1 in 4.01 in 4.0
-5.3%-5.7%
5.4% 3.4%
1 in 4.0
RL287.50
CH 2950.00
-11.1
6-1
0.94
-10.1
6-9
.30
-6.80
-5.60
-3.24 0.0
0
3.04
5.60
10.80
10.93
11.89
11.93
290.6
029
0.54
290.4
7
289.7
4
289.2
1
289.4
9
289.7
0
289.8
7
289.9
4
288.5
628
8.55
288.5
2
290.5
428
9.68
289.0
5
289.3
5
289.4
9
289.8
7
289.9
9
288.6
928
8.55
1 in 1.0
1 in 4.01 in 4.0
-5.6%-6.5%
5.8%4.5%
1 in 4.0
RL289.00
CH 2960.00
-11.2
6-1
0.26
-9.30
-6.80
-5.60
-3.22 0.0
0
3.00
5.60
5.75
6.75
291.3
729
1.34
291.2
8
290.5
3
290.0
0
290.2
0
290.4
2
290.6
0
290.7
029
0.71
290.3
6
291.3
4
290.3
8
289.7
6
290.0
6
290.2
0
290.6
0
290.7
429
0.71
1 in 1.0
1 in 4.01 in 4.0
-5.9%-6.9%
6.1%5.5%
RL289.50
CH 2970.00
-11.3
0-1
0.30
-9.30
-6.80
-5.60
-3.18 0.0
0
2.98
5.60
5.74
6.74
292.1
129
2.08
292.0
6
291.2
9
290.8
5
290.9
0
291.1
2
291.3
1
291.4
229
1.43
291.2
1
292.0
8
291.0
8
290.4
6
290.7
6
290.9
0
291.3
1
291.4
629
1.43
1 in 1.0
1 in 4.01 in 4.0
-6.0%-7.0%
6.1%6.0%
RL290.00
CH 2980.00
-11.3
2-1
0.32
-9.30
-6.80
-5.60
-3.28 0.0
0
3.03
5.60
5.77
6.77
292.7
629
2.74
292.6
6
291.7
2
291.2
7
291.5
3
291.7
5
291.9
5
292.0
629
2.06
291.8
4
292.7
4
291.7
1
291.0
9
291.3
9
291.5
3
291.9
5
292.1
029
2.06
1 in 1.0
1 in 4.01 in 4.0
-5.9%-6.8%
6.7%6.0%
RL291.00
CH 2990.00
-11.1
3-1
0.13
-9.30
-6.80
-5.60
-3.30 0.0
0
3.06
5.60
5.83
6.83
293.2
229
3.12
293.0
6
292.1
0
291.7
3
292.1
0
292.3
4
292.5
5
292.6
429
2.64
292.3
4
293.1
229
2.29
291.6
6
291.9
6
292.1
0
292.5
5
292.7
029
2.64
1 in 1.0
1 in 4.01 in 4.0
-5.9%-7.3%
6.9%6.0%
RL291.50
CH 3000.00
-10.8
7-9
.87-9
.30
-6.80
-5.60
-3.30 0.0
0
3.06
5.60
9.33
10.33
293.5
029
3.39
293.3
3
292.6
4
292.2
8
292.6
3
292.8
9
293.1
0
293.0
2
292.3
2
292.2
5
293.3
929
2.82
292.2
0
292.5
0
292.6
3
293.1
0
293.2
5
292.3
2
1 in 1.0
1 in 4.01 in 4.0
-5.9%-7.8%
6.8%6.0%
1 in 4.0
RL291.50
CH 3010.00
-10.8
1-9
.81-9
.30
-6.80
-5.60
-3.30 0.0
0
3.12
5.60
10.71
294.0
829
3.93
293.8
6
293.2
5
292.9
3
293.2
4
293.4
2
293.5
9
293.5
5
292.4
4
293.9
329
3.43
292.8
0
293.1
0
293.2
3
293.4
2
293.5
9
293.7
4
1 in 1.0
1 in 4.01 in 4.0
-5.8%-5.6%
5.6%6.0%
1 in 4.0
292.4
6
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >19 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
RL294.00
CH 3060.00
-11.5
9-1
0.59
-6.80
-5.60
-3.30 0.0
0
3.09
5.60
8.65
9.65
OFFSETS
295.6
829
5.70
294.8
4
294.9
8
295.1
8
295.3
0
295.4
2
295.3
9
294.8
0
294.7
9
NATURAL SURFACE
295.7
0
294.7
5
295.0
5
295.1
8
295.3
0
295.4
2
295.5
7
294.8
0
DESIGN SURFACE
1 in 4.0
1 in 4.0-5.7% -3.7% 3.6% 6.0%
1 in 4.0
RL294.00
CH 3070.00
-8.32
-7.32
-6.80
-5.60
-3.30 0.0
0
3.08
5.60
8.08
9.08
295.2
729
5.10
295.0
8
295.2
1
295.4
0
295.5
3
295.6
4
295.6
0
295.1
7
295.1
4
295.1
029
4.97
295.2
7
295.4
0
295.5
3
295.6
4
295.7
9
295.1
7
1 in 4.0-5.7% -3.8% 3.8% 6.0%
1 in 4.0
RL294.50
CH 3080.00
-8.10
-7.10
-6.80
-5.60
-3.30 0.0
0
3.07
5.60
7.86
8.86
295.3
029
5.20
295.2
3
295.3
5
295.5
6
295.7
0
295.8
3
295.7
8
295.4
2
295.4
4
295.2
029
5.13
295.4
3
295.5
6
295.7
0
295.8
3
295.9
8
295.4
2
1 in 4.0-5.7% -4.2% 4.4% 6.0% 1 in 4.0
RL294.50
CH 3090.00
-8.03
-7.03
-6.80
-5.60
-3.30 0.0
0
3.13
5.60
8.42
9.42
295.1
929
5.29
295.3
129
5.42
295.6
6
295.8
1
295.9
7
295.8
3
295.4
1
295.4
2
295.2
929
5.23
295.5
3
295.6
6
295.8
1
295.9
7
296.1
2
295.4
1
1 in 4.0-5.7% -4.7%
5.1%6.0%
1 in 4.0
RL294.50
CH 3100.00
-7.94
-6.94
-5.60
-3.30 0.0
0
3.15
5.60
9.48
10.48
295.1
929
5.32
295.4
9
295.7
8
295.9
5
296.1
3
295.9
7
295.3
1
295.2
9
295.3
2
295.6
5
295.7
8
295.9
5
296.1
3
296.2
8
295.3
1
1 in 4.0-5.7% -5.2%
5.6%6.0%
1 in 4.0
RL294.00
CH 3110.00
-10.5
1-9
.51
-5.99
-5.97
-5.60
-3.30 0.0
0
3.16
5.60
10.36
11.15
11.36
294.9
629
4.81
295.5
629
5.53
295.6
0
295.9
2
296.1
0
296.2
7
296.0
8
295.2
329
5.22
294.8
1
295.6
929
5.70
295.7
9
295.9
2
296.1
0
296.2
7
296.4
2
295.2
3
1 in 4.0
-5.7% -5.3%5.6%
6.0%
1 in 4.0
RL294.50
CH 3120.00
-8.63
-7.63
-5.60
-3.30 0.0
0
3.30
5.60
10.07
11.07
295.6
029
5.48
295.7
5
296.1
1
296.2
8
296.3
1
296.2
8
295.3
1
295.2
0
295.4
8
295.9
8
296.1
1
296.2
8
296.3
1
296.4
3
295.3
1
1 in 4.0-5.7% -4.9% 1.2% 4.8%
1 in 4.0
RL295.00
CH 3130.00
-8.38
-7.38
-5.60
-3.30 0.0
0
3.30
5.60
6.74
296.0
729
5.83
296.0
0
296.4
0
296.5
4
296.3
7
296.5
5
296.0
7
295.8
3
296.2
7
296.4
1
296.5
4
296.3
7
296.4
5
1 in 4.0-5.7% -4.2% -5.3% 3.6%
RL294.50
CH 3140.00
-7.82
-6.82
-5.60
-3.30 0.0
0
3.30
5.60
12.38
12.81
13.38
296.3
329
6.28
296.3
6
296.7
1
296.8
6
296.9
4
296.8
2
295.3
029
5.28
296.2
8
296.5
8
296.7
1
296.8
6
296.9
4
297.0
0
295.3
0
1 in 4.0-5.7% -4.4% 2.6% 2.4%
1 in 4.0
RL295.50
CH 3150.00
-8.12
-7.12
-6.80
-5.60
-3.30 0.0
0
3.12
5.60
10.64
11.64
296.8
629
6.70
296.6
8
296.7
6
297.0
5
297.2
1
297.3
5
297.1
3
296.1
3
296.0
8
296.7
029
6.62
296.9
2
297.0
5
297.2
1
297.3
5
297.3
8
296.1
3
1 in 4.0-5.7% -4.6%
4.8% 1.2%
1 in 4.0
RL296.00
CH 3160.00
-7.89
-6.89
-6.80
-5.60
-3.30 0.0
0
3.09
5.60
8.74
9.74
297.0
629
7.00
297.0
229
7.13
297.4
1
297.5
7
297.7
1
297.5
1
296.9
0
297.0
5
297.0
029
6.98
297.2
8
297.4
1
297.5
7
297.7
1
297.6
8
296.9
0
1 in 4.0-5.7% -4.7%
4.6% -1.0%1 in 4.0
RL296.50
CH 3170.00
-7.92
-6.92
-5.60
-3.30 0.0
0
3.04
5.60
8.37
9.37
297.4
629
7.31
297.4
5
297.7
7
297.9
2
298.0
5
298.0
2
297.3
9
297.6
3
297.3
1
297.6
4
297.7
7
297.9
2
298.0
5
298.0
8
297.3
9
1 in 4.0-5.7% -4.5% 4.4% 1.1%
1 in 4.0
RL297.00
CH 3180.00
-8.56
-7.56
-6.80
-5.60
-3.30 0.0
0
3.06
5.60
7.31
8.31
298.0
029
7.85
297.7
4
297.7
8
298.1
0
298.2
4
298.3
6
298.3
5
297.9
9
297.9
7
297.8
529
7.67
297.9
7
298.1
0
298.2
4
298.3
6
298.4
2
297.9
9
1 in 4.0-5.7% -4.4% 3.9% 2.2% 1 in 4.0
RL297.00
CH 3190.00
-9.15
-8.15
-6.80
-5.60
-3.30 0.0
0
3.05
5.60
6.53
7.53
298.3
729
8.30
298.1
1
298.0
6
298.3
9
298.5
5
298.6
8
298.6
8
298.5
3
298.4
7
298.3
0
297.9
6
298.2
6
298.3
9
298.5
5
298.6
8
298.7
6
298.5
3
1 in 4.01 in 4.0
-5.7% -4.8% 4.0% 3.3%
1 in 4.0
RL297.50
CH 3200.00
-8.80
-7.80
-6.80
-5.60
-3.30 0.0
0
3.07
5.60
5.94
6.94
298.5
429
8.47
298.4
0
298.3
5
298.6
5
298.8
3
298.9
6
298.9
829
8.99
298.8
5
298.4
7
298.2
2
298.5
2
298.6
5
298.8
3
298.9
6
299.0
729
8.99
1 in 4.01 in 4.0
-5.7%-5.5%
4.2% 4.4%
RL297.50
CH 3210.00
-9.21
-8.21
-6.80
-5.60
-3.30 0.0
0
3.14
5.60
5.85
6.85
298.8
829
8.80
298.6
2
298.6
7
298.8
8
299.0
6
299.1
9
299.2
629
9.26
299.1
4
298.8
0
298.4
5
298.7
5
298.8
8
299.0
6
299.1
9
299.3
329
9.26
1 in 4.0 1 in 4.0-5.7%
-5.4%4.1% 5.5%
RL297.50
CH 3220.00
-8.17
-7.17
-6.80
-5.60
-3.30 0.0
0
2.89
5.60
6.04
7.04
298.7
129
8.73
298.7
7
298.8
8
299.0
7
299.2
3
299.3
8
299.4
829
9.43
299.2
9
298.7
329
8.64
298.9
4
299.0
7
299.2
3
299.3
8
299.5
429
9.43
1 in 4.0-5.7% -4.7%
5.4%6.0%
RL298.00
CH 3230.00
-7.81
-6.81
-6.80
-5.60
-3.30 0.0
0
2.97
5.60
6.31
7.31
298.6
629
8.79
298.7
929
8.95
299.2
2
299.3
9
299.5
5
299.6
129
9.53
299.4
4
298.7
929
8.79
299.0
9
299.2
2
299.3
9
299.5
5
299.7
029
9.53
1 in 4.0-5.8% -5.0%
5.3%6.0%
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >20 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL296.50
CH 3240.00
-6.60
-5.60
-3.19 0.0
0
3.16
5.60
6.61
7.61
298.0
329
8.63
299.3
4
299.5
1
299.6
6
299.6
9
299.5
5
299.4
2
299.2
0
299.3
4
299.5
1
299.6
6
299.8
1
299.5
5
-5.9%-5.1%
4.9% 6.0% 1 in 4.0
RL297.50
CH 3250.00
-11.0
0-1
0.45
-10.0
0
-5.60
-3.23 0.0
0
3.20
5.60
6.82
7.82
298.1
329
8.15
299.2
0
299.4
2
299.5
5
299.7
0
299.7
1
299.5
2
299.4
0
298.1
5
299.2
8
299.4
2
299.5
5
299.7
0
299.8
3
299.5
2
1 in 4.0
-5.8% -4.1% 4.5% 5.5% 1 in 4.0
RL297.50
CH 3260.00
-9.15
-8.15
-5.60
-3.30 0.0
0
3.15
5.60
6.74
7.74
298.6
029
8.63
299.1
9
299.3
9
299.5
1
299.6
2
299.5
7
299.4
2
299.3
3
298.6
3
299.2
7
299.3
9
299.5
1
299.6
2
299.7
1
299.4
2
1 in 4.0-5.2% -3.8% 3.5% 3.5% 1 in 4.0
RL298.00
CH 3270.00
-8.73
-7.73
-5.60
-3.30 0.0
0
3.06
5.60
6.47
7.47
298.7
429
8.65
299.1
1
299.3
0
299.3
9
299.4
7
299.3
4
299.2
9
299.2
6
298.6
5
299.1
8
299.3
0
299.3
9
299.4
7
299.5
1
299.2
9
1 in 4.0-5.0% -2.9% 2.5% 1.5%
1 in 4.0
RL296.00
CH 3320.00
-6.73
-5.73
-5.60
-3.22 0.0
0
3.11
5.60
6.80
10.80
11.06
12.06
297.9
029
8.14
298.1
4
298.1
0
297.9
8
297.8
7
297.6
3
297.5
7
298.6
429
8.71
298.8
3
298.1
429
8.17
298.1
0
297.8
7
297.7
5
297.4
5
298.4
529
8.71
2.8% 3.9% -3.5% -5.0% 1 in 4.0 1 in 4.0
RL295.00
CH 3330.00
-12.5
7-1
2.43
-11.5
7-1
0.80
-5.60
-3.06 0.0
0
3.22
5.60
7.48
8.48
295.6
829
5.95
296.1
3
297.9
9
297.8
9
297.7
4
297.6
4
297.3
9
297.0
4
297.1
7
295.9
529
6.71
298.0
1
297.8
9
297.6
4
297.5
1
297.0
4
1 in 1
.0
1 in 4.0
4.8% 5.1% -2.9% -5.6%1 in 4.0
RL294.50
CH 3340.00
-12.5
4-1
1.54
-10.8
0
-5.60
-2.80 0.0
0
3.26
5.60
7.65
8.65
295.6
729
5.84
295.9
0
297.7
0
297.7
1
297.5
4
297.4
4
296.9
9
296.7
9
296.7
9
295.8
429
6.57
297.8
7
297.7
1
297.4
4
297.3
0
296.7
9
1 in 1
.0
1 in 4.0
5.8%6.2% -3.0% -5.7%
1 in 4.0
RL295.00
CH 3350.00
-12.5
6-1
1.56
-10.8
0
-5.60
-2.57 0.0
0
3.30
5.60
9.11
10.11
295.6
529
5.67
295.6
9
297.3
6
297.5
7
297.4
0
297.2
8
296.9
7
296.2
8
296.2
7
295.6
729
6.44
297.7
4
297.5
7
297.2
8
297.1
6
296.2
8
1 in 1
.0
1 in 4.0
5.5%6.7%
-3.7% -5.0%
1 in 4.0
RL297.50
CH 3280.00
-8.81
-7.81
-5.60
-3.30 0.0
0
2.96
5.60
6.80
10.80
11.65
12.65
298.5
729
8.49
298.9
8
299.1
6
299.2
1
299.2
5
299.2
1
299.0
3
300.5
1
300.7
8
301.0
8
298.4
9
299.0
4
299.1
6
299.2
5
299.2
2
298.9
2
299.9
2
300.7
8
1 in 4.0-5.0% -1.5% 1.6% -1.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL297.50
CH 3290.00
-8.59
-7.59
-5.60
-3.08 0.0
0
3.26
5.60
6.80
10.80
11.73
12.73
298.3
729
8.29
298.7
7
298.9
1
298.9
2
298.9
4
298.8
3
298.8
7
300.2
3
300.4
7
300.7
4
298.2
9
298.7
8
298.9
1
298.9
4
298.8
4
298.5
4
299.5
4
300.4
7
1 in 4.0-5.0% -0.3% 0.6% -3.9% 1 in 4.0
1 in 4.0
1 in 1
.0
RL297.00
CH 3300.00
-6.72
-5.72
-5.60
-3.04 0.0
0
3.16
5.60
6.80
10.80
11.66
12.66
298.2
629
8.56
298.5
6
298.6
3
298.6
0
298.5
7
298.4
3
298.5
8
299.7
8
300.0
1
300.2
6
298.5
629
8.59
298.6
3
298.5
7
298.4
5
298.1
5
299.1
5
300.0
1
-1.3% 1.0% -0.8% -5.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL297.00
CH 3310.00
-6.65
-5.65
-5.60
-3.14 0.0
0
2.99
5.60
6.80
10.80
11.42
12.42
298.0
929
8.35
298.3
5
298.3
5
298.2
8
298.2
1
298.0
0
298.0
9
299.2
529
9.39
299.6
1
298.3
529
8.36
298.3
5
298.2
1
298.0
8
297.7
8
298.7
829
9.39
0.5% 2.1% -2.6% -5.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL295.00
CH 3360.00
-12.5
3-1
2.28
-11.5
3-1
0.80
-5.60
-2.53 0.0
0
3.30
5.60
9.19
10.19
295.6
129
5.62
295.6
3
297.2
5
297.4
9
297.3
2
297.1
8
296.9
4
296.1
7
296.2
5
295.6
229
6.35
297.6
5
297.4
9
297.1
8
297.0
6
296.1
7
1 in 1
.0
1 in 4.0
5.1%6.9%
-4.1% -5.0%
1 in 4.0
RL294.50
CH 3370.00
-12.6
8-1
2.19
-11.6
8-1
0.80
-5.60
-2.57 0.0
0
3.30
5.60
8.45
9.45
295.5
029
5.49
295.4
7
297.2
8
297.5
3
297.3
6
297.2
2
297.0
1
296.3
9
296.5
1
295.4
929
6.37
297.6
7
297.5
3
297.2
2
297.1
0
296.3
9
1 in 1
.0
1 in 4.0
4.7%6.4%
-4.4% -5.0%1 in 4.0
RL294.50
CH 3380.00
-12.6
6-1
1.66
-10.8
0
-5.60
-2.77 0.0
0
3.30
5.60
7.06
8.06
295.6
029
5.54
295.5
0
297.4
5
297.5
8
297.4
3
297.2
9
297.0
7
296.8
1
297.3
6
295.5
4
296.4
1
297.7
1
297.5
8
297.2
9
297.1
7
296.8
1
1 in 1
.0
1 in 4.0
4.4% 5.5%-4.2% -5.1%
1 in 4.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >21 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
RL296.00
CH 3420.00
-11.9
2-1
0.92
-10.8
0
-5.60
-3.12 0.0
0
3.02
5.60
6.80
10.80
11.67
12.67
296.8
829
6.86
296.8
6
298.0
3
298.2
6
298.2
4
298.2
1
298.0
2
297.9
5
299.5
8
299.7
6
299.9
6
296.8
629
6.98
298.2
8
298.2
6
298.2
1
298.1
9
297.8
9
298.8
9
299.7
6
1 in 4.0
0.8% 0.4% -1.0% -1.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL296.00
CH 3430.00
-11.8
7-1
0.87
-10.8
0
-5.60
-3.16 0.0
0
2.95
5.60
6.80
10.80
11.64
12.64
297.0
229
7.26
297.2
7
298.2
3
298.5
2
298.5
3
298.5
6
298.3
8
298.1
5
299.9
8
300.1
3
300.3
0
297.2
629
7.19
298.4
9
298.5
2
298.5
6
298.6
0
298.3
0
299.3
0
300.1
3
1 in 4.0
-1.0% -0.3% 1.1% 1.4% 1 in 4.0
1 in 4.0
1 in 1
.0
RL296.00
CH 3440.00
-12.0
5-1
1.05
-10.8
0
-5.60
-3.18 0.0
0
2.89
5.60
6.80
10.80
11.93
12.93
297.1
229
7.20
297.2
9
298.4
7
298.7
8
298.8
1
298.9
2
298.7
8
298.4
8
300.6
4
300.8
4
300.9
7
297.2
029
7.45
298.7
5
298.7
8
298.9
2
299.0
1
298.7
1
299.7
1
300.8
4
1 in 4.0
-1.3% -0.9% 3.9% 3.1% 1 in 4.0
1 in 4.0
1 in 1
.0
RL297.00
CH 3450.00
-11.3
4-1
0.34
-5.60
-3.30 0.0
0
2.77
5.60
6.63
6.80
10.80
11.67
12.67
297.8
729
7.77
298.5
8
299.0
2
299.1
1
299.2
3
299.1
9
298.8
129
8.94
300.7
9
300.9
3
301.0
1
297.7
7
298.9
5
299.0
2
299.2
3
299.3
6
299.1
029
9.06
300.0
6
300.9
3
1 in 4.0
-3.1% -2.6% 4.6% 4.6% 1 in 4.0
1 in 4.0
1 in 1
.0
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL294.50
CH 3390.00
-12.5
6-1
1.56
-10.8
0
-5.60
-3.07 0.0
0
3.15
5.60
6.80
10.80
11.86
12.06
12.86
295.7
529
5.70
295.6
6
297.7
1
297.6
6
297.5
3
297.4
2
297.2
0
297.4
6
298.9
3
299.0
529
9.07
295.7
029
6.46
297.7
6
297.6
6
297.4
2
297.2
9
296.9
9
297.9
9
299.0
5
1 in 1
.0
1 in 4.0
4.0% 4.1% -3.4% -5.6% 1 in 4.0
1 in 4.0
1 in 1
.0
RL295.00
CH 3400.00
-12.3
6-1
1.36
-10.8
0
-5.60
-3.25 0.0
0
2.95
5.60
6.80
10.80
12.20
12.26
13.20
296.0
629
6.04
296.0
3
297.8
4
297.8
3
297.7
3
297.6
4
297.4
5
297.8
8
299.3
5
299.6
029
9.61
296.0
429
6.60
297.9
0
297.8
3
297.6
4
297.5
0
297.2
0
298.2
0
299.6
0
1 in 1
.0
1 in 4.0
3.1% 3.1% -2.9% -5.2% 1 in 4.0
1 in 4.0
1 in 1
.0
RL295.50
CH 3410.00
-12.1
2-1
1.12
-10.8
0
-5.60
-3.29 0.0
0
2.87
5.60
6.80
10.80
12.11
12.72
13.11
296.4
729
6.45
296.4
4
297.9
1
298.0
2
297.9
6
297.9
0
297.6
6
298.1
3
299.6
2
299.8
529
9.96
296.4
529
6.77
298.0
7
298.0
2
297.9
0
297.8
4
297.5
4
298.5
4
299.8
5
1 in 4.0
2.0% 1.9% -2.2% -2.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL298.00
CH 3470.00
-9.39
-8.39
-5.60
-3.21 0.0
0
3.26
5.60
7.50
8.50
298.7
529
8.68
299.0
8
299.5
1
299.6
9
299.8
8
300.0
2
299.6
9
299.4
4
298.6
8
299.3
8
299.5
1
299.6
9
299.8
8
300.0
1
299.6
9
1 in 4.0
-5.4%-5.8%
5.8%5.3% 1 in 5.9
RL298.00
CH 3480.00
-9.31
-8.31
-5.60
-3.18 0.0
0
3.30
5.60
7.50
8.50
299.0
229
8.99
299.3
4
299.8
1
300.0
4
300.2
5
300.3
9
300.2
8
300.0
9
298.9
9
299.6
7
299.8
1
300.0
4
300.2
5
300.3
8
300.2
8
1 in 4.0
-5.7%-7.3%
6.3%5.6% -5.2%
RL297.50
CH 3460.00
-9.85
-8.85
-5.60
-3.28 0.0
0
2.95
5.60
6.80
10.80
10.98
11.98
298.3
929
8.32
298.8
8
299.2
5
299.3
9
299.5
5
299.6
5
299.3
1
300.5
530
0.56
300.6
6
298.3
2
299.1
3
299.2
5
299.5
5
299.6
8
299.3
8
300.3
830
0.56
1 in 4.0
-5.1% -4.4%5.3% 4.9% 1 in 4.0
1 in 4.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >22 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
RL298.50
CH 3490.00
-9.28
-8.28
-5.60
-3.16 0.0
0
3.30
5.60
7.50
8.50
299.3
529
9.35
299.7
1
300.1
6
300.4
0
300.6
2
300.7
7
300.7
0
300.5
4
299.3
5
300.0
2
300.1
6
300.4
0
300.6
2
300.7
6
300.7
0
1 in 4.0
-6.0%-7.3%
6.9%6.0% -3.0%
RL299.00
CH 3500.00
-9.25
-8.25
-5.60
-3.30 0.0
0
3.17
5.60
7.50
8.50
299.7
629
9.76
300.1
6
300.5
6
300.7
7
300.9
8
301.1
1
300.9
4
300.6
9
299.7
6
300.4
2
300.5
6
300.7
7
300.9
8
301.1
2
300.9
4
1 in 4.0-5.9%
-6.4%6.6%
5.9% -9.8%
RL299.50
CH 3510.00
-9.49
-8.49
-5.60
-3.30 0.0
0
3.04
5.60
7.50
8.50
300.1
830
0.15
300.6
8
301.0
1
301.1
7
301.3
5
301.4
7
301.2
0
300.9
2
300.1
5
300.8
7
301.0
1
301.1
7
301.3
5
301.4
9
301.2
0
1 in 4.0
-5.9% -4.9%5.8%
5.7% 1 in 6.6
RL299.50
CH 3520.00
-9.85
-8.85
-5.60
-3.30 0.0
0
2.75
5.60
8.64
9.64
300.5
130
0.50
301.1
0
301.4
4
301.6
1
301.7
7
301.9
2
301.1
7
301.6
2
300.5
0
301.3
1
301.4
4
301.6
1
301.7
7
301.9
3
301.1
7
1 in 4.0
-5.8% -5.0%5.9%
5.6%1 in 4.0
RL300.00
CH 3530.00
-10.0
2-9
.02
-5.60
-3.30 0.0
0
2.81
5.60
9.01
10.01
300.8
530
0.89
301.5
4
301.8
7
302.0
5
302.2
2
302.2
6
301.5
2
301.7
6
300.8
9
301.7
5
301.8
8
302.0
5
302.2
2
302.3
7
301.5
2
1 in 4.0
-5.7%-5.3%
5.9%5.5%
1 in 4.0
RL300.50
CH 3540.00
-10.3
8-9
.38
-5.60
-3.30 0.0
0
3.30
5.60
9.33
10.33
301.3
130
1.34
302.0
5
302.4
1
302.5
5
302.7
0
302.7
5
301.8
5
301.8
7
301.3
4
302.2
8
302.4
1
302.5
7
302.7
0
302.7
9
301.8
5
1 in 4.0
-5.6% -4.7% 3.9% 3.9%
1 in 4.0
RL301.00
CH 3550.00
-10.7
5-9
.75
-5.60
-3.30 0.0
0
3.30
5.60
6.65
301.8
530
1.84
302.6
0
302.9
7
303.1
3
303.2
5
303.2
6
302.7
9
301.8
4
302.8
8
303.0
0
303.1
4
303.1
9
303.2
3
1 in 4.0
-5.4% -4.2% 1.6% 1.6%
RL301.50
CH 3560.00
-10.3
7-9
.37
-5.60
-3.30 0.0
0
3.30
5.60
6.91
302.6
130
2.59
303.2
7
303.6
8
303.8
2
303.9
0
303.8
9
303.3
8
302.5
9
303.5
3
303.6
5
303.7
7
303.7
4
303.7
2
1 in 4.0
-5.2% -3.6% -0.7% -1.0%
RL302.50
CH 3570.00
-9.24
-8.24
-5.60
-3.30 0.0
0
3.30
5.60
7.00
7.49
8.49
303.5
730
3.52
304.0
8
304.5
0
304.5
6
304.6
2
304.6
0
304.1
430
3.96
303.9
2
303.5
2
304.1
8
304.3
0
304.4
0
304.3
0
304.1
9
303.8
430
3.96
1 in 4.0-5.0% -3.0% -3.0% -4.9% 1 in 4.0
RL303.50
CH 3580.00
-8.75
-7.75
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
8.01
9.01
304.7
730
4.76
304.7
6
304.8
8
305.3
0
305.3
4
305.3
6
305.3
1
304.9
7
304.7
2
304.7
2
304.7
630
4.58
304.9
3
304.9
7
305.0
3
304.9
3
304.8
2
304.4
7
304.7
2
1 in 4.0-1.9% -1.9% -3.0% -5.0% 1 in 4.01 in 4.0
1 in 4.0
1 in 4.0
1 in 4.0
RL304.50
CH 3590.00
-10.0
6-9
.06
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
8.48
9.48
305.7
730
5.78
305.8
3
305.9
3
306.0
7
306.0
8
306.0
5
305.9
8
305.7
7
305.4
7
305.4
7
305.7
8
305.2
7
305.6
2
305.6
4
305.6
7
305.5
7
305.4
5
305.1
0
305.4
7
1 in 4.01 in 4.0
-1.0% -0.7% -3.0% -5.0% 1 in 4.0 1 in 4.0
RL305.00
CH 3600.00
-10.0
8-9
.08
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
12.23
13.23
306.4
230
6.48
306.6
8
306.8
0
306.7
7
306.6
7
306.3
5
306.2
5
308.2
2
308.1
2
307.9
4
306.4
8
306.3
1
306.3
1
306.3
0
306.2
0
306.0
8
305.7
3
306.6
8
308.1
2
1 in 4.01 in 4.0
-0.2% 0.4% -3.0% -5.0% 1 in 4.01 in 4.0
1 in 1
.0
RL304.50
CH 3610.00
-8.88
-7.88
-5.60
-3.30 0.0
0
3.30
3.57
3.57
4.48
5.60
9.40
10.40
306.7
030
6.82
307.4
0
307.4
8
307.3
8
307.2
130
7.20
307.1
530
5.88
306.1
6
305.6
9
306.0
9
306.8
2
306.9
4
306.9
1
306.8
6
306.7
630
6.75
306.7
530
6.70
306.6
4
305.6
9
1 in 4.0 1.5% 1.5% -3.0% -5.0%
1 in 4.0
300 x 1200 BOX CULV
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL306.00
CH 3640.00
-10.0
3-9
.03
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
12.53
13.53
307.7
630
8.23
308.7
7
308.7
7
308.6
6
308.5
1
308.7
5
309.0
1
309.1
6
309.5
7
309.7
3
309.8
1
308.2
3
307.6
7
307.9
7
307.8
5
307.6
9
307.5
3
307.4
0
1 in 4.01 in 4.0 4.9% 4.9%
-4.9% -5.6%
DIAMOND HILL RDINTERSECTION
RL306.00
CH 3630.00
-9.50
-8.50
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.97
12.97
307.8
430
7.89
308.6
4
308.6
6
308.5
6
308.4
6
308.6
5
308.8
0
308.8
8
309.0
4
309.0
8
309.0
6
307.8
9
307.4
7
307.7
7
307.6
8
307.5
5
307.4
3
307.3
1
306.9
6
307.9
1
309.0
8
1 in 4.0 1 in 4.0 3.8% 3.8% -3.8% -5.3% 1 in 4.01 in 4.0
1 in 1
.0
RL306.00
CH 3620.00
-12.6
2-1
1.62
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.81
12.81
307.7
730
8.23
308.0
4
308.1
3
308.1
0
307.9
8
307.9
2
307.6
8
307.9
7
308.5
2
308.6
7
308.7
9
308.2
3
307.0
8
307.4
3
307.3
6
307.2
8
307.1
8
307.0
6
306.7
1
307.6
6
308.6
7
1 in 4.0
1 in 4.0 2.7% 2.7% -3.0% -5.0% 1 in 4.01 in 4.0
1 in 1
.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >23 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL302.00
CH 3750.00
-10.0
5-9
.05
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.41
302.6
830
2.72
303.0
0
303.5
0
303.4
8
303.3
6
303.3
9
303.7
9
304.3
930
4.45
302.7
2
303.5
8
303.5
4
303.4
8
303.3
6
303.2
4
302.8
9
303.8
430
4.45
1 in 4.0
1.8% 1.8% -3.7% -5.3% 1 in 4.01 in 4.0
1 in 1
.0
RL301.50
CH 3760.00
-8.27
-7.27
-5.60
-3.30 0.0
0
3.30
5.60
7.00
7.84
7.84
10.80
11.50
302.5
230
2.55
302.5
9
302.9
3
302.9
4
302.8
4
302.9
7
303.4
3
303.7
030
3.70
303.9
630
4.02
302.5
5
302.9
6
302.9
6
302.9
4
302.8
4
302.7
2
302.3
7
302.5
830
2.58
303.3
230
4.02
1 in 4.00.2% 0.6% -3.1% -5.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL306.00
CH 3650.00
-10.1
3-9
.13
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
12.71
13.71
307.8
830
8.31
308.6
9
308.6
4
308.5
0
308.2
0
308.6
1
308.9
7
309.1
8
309.7
0
309.8
6
309.9
4
308.3
1
307.7
2
308.0
2
307.8
9
307.6
9
307.4
9
307.3
5
1 in 4.01 in 4.0 6.0%
6.0%-6.0%
-6.0%
RL306.00
CH 3660.00
-9.51
-8.51
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
12.48
13.48
307.5
130
8.01
308.3
4
308.2
4
308.1
0
307.8
4
308.2
3
308.6
8
308.8
9
309.2
7
309.4
9
309.6
2
308.0
1
307.5
8
307.8
8
307.7
4
307.5
4
307.3
4
307.2
1
306.8
6
307.8
1
309.4
9
1 in 4.0 1 in 4.0 6.0%6.0%
-6.0%-6.0%
1 in 4.01 in 4.0
1 in 1
.0
RL305.50
CH 3670.00
-9.42
-8.42
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
12.16
13.16
307.0
530
7.60
307.8
8
307.8
7
307.6
0
307.4
5
307.6
5
308.2
9
308.4
1
308.7
5
308.8
9
308.9
8
307.6
0
307.2
4
307.5
9
307.4
6
307.2
6
307.0
6
306.9
2
306.5
7
307.5
2
308.8
9
1 in 4.0 1 in 4.0 6.0%6.0%
-6.0%-6.0%
1 in 4.01 in 4.0
1 in 1
.0
RL305.50
CH 3680.00
-9.18
-8.18
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.87
12.87
306.6
530
7.18
307.4
0
307.4
2
307.3
4
307.0
6
307.0
2
307.6
2
307.8
2
308.1
6
308.2
4
308.3
1
307.1
8
306.8
9
307.2
4
307.1
0
306.9
0
306.7
1
306.5
7
306.2
2
307.1
7
308.2
4
1 in 4.0 1 in 4.0 6.0%6.0%
-6.0%-6.0%
1 in 4.01 in 4.0
1 in 1
.0
RL305.00
CH 3690.00
-9.13
-8.13
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.70
12.70
306.6
030
6.77
306.9
1
306.9
5
306.9
0
306.6
5
306.3
8
307.2
4
307.3
6
307.6
6
307.7
3
307.8
0
306.7
7
306.4
9
306.8
4
306.7
2
306.5
5
306.3
6
306.2
3
305.8
8
306.8
3
307.7
3
1 in 4.0 1 in 4.0 5.1% 5.1%-5.7%
-5.9% 1 in 4.01 in 4.0
1 in 1
.0
RL304.50
CH 3700.00
-8.81
-7.81
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.59
12.59
305.9
530
6.24
306.4
6
306.5
5
306.4
3
306.2
2
305.8
7
306.7
5
306.8
9
307.1
7
307.2
3
307.3
0
306.2
430
6.04
306.3
9
306.2
9
306.1
5
305.9
7
305.8
4
305.4
9
306.4
4
307.2
3
1 in 4.0 4.2% 4.2%-5.4% -5.8% 1 in 4.0
1 in 4.0
1 in 1
.0
RL304.00
CH 3710.00
-8.49
-7.49
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.40
12.40
305.3
630
5.61
305.7
3
305.9
5
305.9
2
305.7
2
305.3
8
305.8
1
306.2
2
306.5
130
6.56
306.6
4
305.6
130
5.49
305.8
4
305.7
6
305.6
6
305.4
9
305.3
6
305.0
1
305.9
630
6.56
1 in 4.0 3.3% 3.3% -5.1% -5.7% 1 in 4.01 in 4.0 1 i
n 1.0
RL303.50
CH 3720.00
-9.80
-8.92
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.31
12.31
304.3
630
4.44
305.2
3
305.3
5
305.1
9
304.8
9
305.0
7
305.4
7
305.8
930
5.93
306.0
1
304.4
4
305.2
7
305.2
0
305.1
1
304.9
5
304.8
2
304.4
7
305.4
230
5.93
1 in 4.0
2.8% 2.8% -4.8% -5.6% 1 in 4.01 in 4.0
1 in 1
.0
RL302.50
CH 3730.00
-10.4
9-9
.84
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.23
12.23
303.5
930
3.65
304.3
4
304.7
2
304.6
2
304.3
9
304.3
9
304.7
6
305.2
830
5.32
305.4
2
303.6
5
304.7
1
304.6
5
304.5
7
304.4
2
304.2
9
303.9
4
304.8
930
5.32
1 in 4.0
2.5% 2.5% -4.5% -5.5% 1 in 4.01 in 4.0
RL302.00
CH 3740.00
-10.9
5
-9.97
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.30
12.30
302.9
8
303.0
5
303.5
8
304.1
0
304.0
4
303.8
8
303.8
7
304.2
5
304.8
130
4.86
304.9
7
303.0
5
304.1
4
304.1
0
304.0
3
303.8
8
303.7
6
303.4
1
304.3
630
4.86
1 in 4.0
2.1% 2.1% -4.3% -5.4% 1 in 4.01 in 4.0
1 in 1
.0
DIAMOND HILL RDINTERSECTION
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >24 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:500 V1:100
TENDER
DIAMOND HILL ROAD (NORTH SECTION)
0.00
3.30
7.78
9.30
10.00
11.69
15.30
20.00
30.00
40.00
50.00
60.00
61.00
70.00
76.00
80.00
90.00
91.00
91.85
100.0
0
106.5
2
109.7
2
110.0
0
120.0
0
130.0
0
131.4
2
142.1
0
CHAINAGE
308.2
630
8.26
308.6
4
309.2
8
309.5
1
309.6
1
309.7
7
310.0
7
310.4
5
311.2
3
311.8
2
312.4
0
312.9
4
313.0
0
313.4
6
313.7
7
313.9
8
314.5
2
314.5
731
4.57
314.5
7
314.6
231
4.62
315.0
7
315.4
331
5.43
315.4
3
315.6
1
315.6
2
316.1
7
316.6
6
316.7
331
6.73
316.7
3
317.2
231
7.22
317.2
2
NATURAL SURFACE
307.7
0
307.5
0
307.3
7
307.3
9
307.4
0
307.4
7
307.7
4
308.2
1
309.2
0
310.1
8
311.1
7
312.1
6
312.2
6
313.0
9
313.5
8
313.8
7
314.5
1
314.5
7
DESIGN C.L.
Sag C
h 7.78
RL 3
07.37
R.L. 303.00
-5.89%
I.P. 3
07.15
9.88%
I.P. 3
13.74
30.00
5.55% 5.46% 4.95% 4.56%
12.00
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >25 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
DIAMOND HILL ROAD (NORTH SECTION)
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL307.00
CH 20.00
-11.8
0-1
0.88
-10.8
0
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.76
12.76
310.0
531
0.06
310.5
1
310.5
5
310.5
0
310.4
5
310.4
6
310.3
9
310.3
5
310.0
4
309.9
3
309.7
1
308.5
9
307.6
4
307.9
9
308.1
1
308.2
1
308.3
0
308.3
7
308.0
2
308.9
7
309.9
3
1 in 4.0
1 in 4.0-5.0% -3.0% 2.9% 2.9% 1 in 4.0
1 in 4.0
1 in 1
.0
RL307.50
CH 30.00
-12.8
9-1
1.89
-10.8
0
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.80
11.68
12.68
310.4
731
0.55
310.6
4
310.9
7
311.0
9
311.2
2
311.2
3
311.1
1
310.9
3
310.6
7
311.0
0
311.0
0
311.0
1
310.5
5
309.4
7
308.5
2
308.8
7
309.0
0
309.2
0
309.3
9
309.5
2
309.1
7
310.1
2
311.0
0
1 in 1.0
1 in 4.0
1 in 4.0-5.9%
-5.8%5.8%
5.8% 1 in 4.01 in 4.0
1 in 1
.0
RL308.50
CH 40.00
-12.5
4-1
1.54
-10.8
0
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
5.71
7.00
10.80
11.75
12.75
311.1
131
1.26
311.2
3
311.6
6
311.7
5
311.8
4
311.8
2
311.6
7
311.2
231
1.17
311.7
2
311.9
9
311.9
8
311.9
5
311.2
631
0.51
309.5
6
309.9
1
310.0
4
310.1
8
310.3
3
310.4
331
0.40
310.0
8
311.0
3
311.9
8
1 in 1.0
1 in 4.0
1 in 4.0-5.5% -4.4% 4.4% 4.4% 1 in 4.0
1 in 4.0
1 in 1
.0
RL310.00
CH 50.00
-11.5
9-1
0.59
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.70
11.53
12.53
311.3
131
1.52
312.2
4
312.3
6
312.4
2
312.4
0
312.2
7
311.8
6
312.4
0
312.7
1
312.7
3
312.7
3
311.5
2
310.6
3
310.9
8
311.0
8
311.1
7
311.2
6
311.3
2
310.9
7
311.9
0
312.7
3
1 in 4.0
1 in 4.0-4.5% -2.8% 2.7% 2.7% 1 in 4.0
1 in 4.0
1 in 1
.0
RL311.00
CH 60.00
-10.0
1-9
.01
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.50
11.21
12.21
311.9
931
2.21
312.8
5
312.9
2
312.9
8
312.9
4
312.8
4
312.4
4
313.0
5
313.4
031
3.44
313.4
3
312.2
1
311.7
1
312.0
6
312.1
0
312.1
6
312.1
9
312.2
0
311.8
5
312.7
331
3.44
1 in 4.0 1 in 4.0-1.7% -1.7% 0.8% 0.7% 1 in 4.0
1 in 4.0
1 in 1
.0
RL311.50
CH 70.00
-8.84
-7.84
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.29
10.94
11.94
312.5
931
2.90
313.2
5
313.4
2
313.5
0
313.4
6
313.3
7
312.9
4
313.6
3
314.1
331
4.15
314.1
4
312.9
0
312.6
9
313.0
4
313.0
7
313.0
9
313.0
5
313.0
3
312.6
8
313.5
031
4.15
1 in 4.0-1.0% -0.7% -1.0% -1.0% 1 in 4.0
1 in 4.0
1 in 1
.0
RL312.00
CH 80.00
-8.34
-7.34
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
10.09
10.85
11.85
313.1
931
3.62
313.7
6
313.9
8
314.0
1
313.9
8
313.8
7
313.4
5
314.1
7
314.8
031
4.86
314.8
9
313.6
231
3.53
313.8
8
313.8
9
313.8
7
313.7
8
313.6
8
313.3
3
314.1
031
4.86
1 in 4.0-0.1% 0.4% -2.8% -4.5% 1 in 4.0
1 in 4.0
1 in 1
.0
RL312.50
CH 90.00
-8.37
-7.37
-7.00
-5.60
-3.30 0.0
0
3.30
5.60
7.00
9.89
10.65
11.65
313.9
231
4.34
314.5
0
314.5
7
314.5
7
314.5
2
314.3
7
313.9
7
314.7
0
315.2
9
315.3
7
315.4
7
314.3
431
4.25
314.6
0
314.5
6
314.5
1
314.3
6
314.2
3
313.8
8
314.6
1
315.3
7
1 in 4.0 1.5% 1.5% -4.7% -5.6% 1 in 4.01 in 4.0
1 in 1
.0
1 in 1.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >26 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
DIAMOND HILL ROAD (SOUTH SECTION)
OFFSETS
NATURAL SURFACE
DESIGN SURFACE
RL273.00
CH 20.00
-8.97
-7.97
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
6.80
7.50
8.50
273.9
227
3.96
274.0
1
274.0
4
274.0
8
274.1
3
274.0
4
273.9
3
273.8
727
3.80
273.8
3
274.1
3
274.0
4
273.9
3
273.6
3
-1.3% -2.6% -5.0% 1 in 4.0
RL272.50
CH 30.00
-8.85
-7.85
-6.80
-5.60
-3.27 0.0
0
3.22
5.60
6.80
7.40
8.40
273.6
027
3.63
273.6
7
273.7
1
273.7
9
273.7
9
273.7
0
273.4
8
273.3
927
3.43
273.5
0
273.6
3
273.3
7
273.6
7
273.7
9
273.7
9
273.7
0
273.5
8
273.2
827
3.43
1 in 4.01 in 4.0-5.0% -0.2% -2.9% -5.0% 1 in 4.0
RL272.00
CH 40.00
-8.74
-7.74
-6.80
-5.60
-3.23 0.0
0
3.01
5.60
6.80
7.38
8.38
273.2
727
3.30
273.3
2
273.3
4
273.4
8
273.4
8
273.4
0
273.1
5
273.0
827
3.11
273.1
6
273.3
0
273.0
6
273.3
6
273.4
8
273.4
8
273.4
0
273.2
7
272.9
727
3.11
1 in 4.0-5.0% -0.1% -2.9% -5.0% 1 in 4.0
RL272.00
CH 50.00
-8.77
-7.77
-6.80
-5.60
-3.20 0.0
0
2.88
5.60
6.80
7.52
8.52
272.9
527
3.00
273.0
5
273.0
8
273.1
8
273.2
1
273.1
3
272.9
5
272.8
427
2.87
272.9
2
273.0
0
272.7
6
273.0
6
273.1
8
273.2
1
273.1
3
273.0
0
272.7
027
2.87
1 in 4.0-5.0% -1.0% -2.7% -5.0% 1 in 4.0
RL271.50
CH 60.00
-8.14
-7.14
-6.80
-5.60
-3.19 0.0
0
2.85
5.60
6.80
7.57
8.57
272.6
927
2.59
272.6
2
272.7
6
272.9
3
272.9
8
272.9
0
272.7
2
272.6
1
272.6
6
272.6
8
272.5
927
2.50
272.8
0
272.9
3
272.9
8
272.9
0
272.7
6
272.4
6
272.6
6
1 in 4.0-5.0% -1.6% -2.6% -5.0% 1 in 4.0
RL271.50
CH 70.00
-8.63
-7.63
-6.80
-5.60
-3.19 0.0
0
2.90
5.60
6.80
7.57
8.57
272.5
227
2.52
272.4
3
272.4
7
272.7
3
272.7
8
272.7
0
272.5
1
272.4
0
272.4
6
272.5
0
272.5
227
2.31
272.6
1
272.7
4
272.7
8
272.7
0
272.5
7
272.2
7
272.4
6
1 in 4.0-5.0% -1.4% -2.7% -5.0% 1 in 4.0
RL271.50
CH 80.00
-8.92
-7.92
-7.31
-7.29
-6.80
-5.60
-3.12 0.0
0
2.90
5.60
6.80
7.57
8.57
272.4
927
2.45
272.4
227
2.39
272.3
327
2.32
272.5
9
272.6
4
272.5
5
272.3
2
272.2
6
272.3
1
272.3
6
272.4
527
2.30
272.2
927
2.17
272.4
7
272.5
9
272.6
4
272.5
5
272.4
2
272.1
2
272.3
1
1 in 4.0 1 in 4.0-5.0% -1.4% -2.8% -5.0% 1 in 4.0
RL271.00
CH 90.00
-9.11
-8.11
-7.34
-7.32
-6.80
-5.60
-3.04 0.0
0
2.89
5.60
6.80
7.54
8.54
272.4
027
2.35
272.3
227
2.25
272.1
927
2.18
272.4
6
272.5
0
272.4
1
272.1
6
272.1
227
2.16
272.2
2
272.3
527
2.16
272.1
627
2.03
272.3
3
272.4
6
272.5
0
272.4
1
272.2
8
271.9
827
2.16
1 in 4.0 1 in 4.0-5.0% -1.3% -3.0% -5.0% 1 in 4.0
RL271.00
CH 100.00
-8.71
-7.71
-7.35
-7.34
-6.80
-5.60
-3.02 0.0
0
2.92
5.60
6.80
7.53
8.53
272.2
027
2.16
272.1
427
2.11
272.0
527
2.11
272.3
6
272.3
8
272.2
7
272.0
5
271.9
927
2.02
272.0
7
272.1
627
2.07
272.0
627
1.93
272.2
3
272.3
6
272.3
8
272.2
7
272.1
4
271.8
427
2.02
1 in 4.0-5.0% -0.8% -3.7% -5.0% 1 in 4.0
RL271.00
CH 110.00
-7.95
-6.95
-6.80
-5.60
-3.01 0.0
0
2.95
5.60
6.80
7.51
8.51
271.9
727
1.93
271.9
227
2.03
272.2
6
272.2
7
272.1
4
271.9
5
271.8
627
1.89
271.9
3
271.9
327
1.89
272.1
9
272.2
6
272.2
7
272.1
4
272.0
1
271.7
127
1.89
1 in 4.0-2.8% -0.2% -4.4% -5.0% 1 in 4.0
RL270.50
CH 120.00
-8.06
-7.06
-5.60
-3.00 0.0
0
2.97
5.60
6.80
7.43
8.43
271.8
027
1.80
271.9
3
272.1
9
272.1
7
272.0
3
271.8
3
271.7
627
1.75
271.7
5
271.8
0
272.1
6
272.1
9
272.1
7
272.0
3
271.9
0
271.6
027
1.75
1 in 4.0-0.9% 0.7% -4.5% -5.1% 1 in 4.0
RL270.50
CH 130.00
-8.25
-7.25
-5.60
-3.02 0.0
0
3.16
5.60
6.80
6.91
7.13
7.91
271.6
427
1.68
271.9
7
272.1
1
272.1
1
271.9
4
271.6
827
1.55
271.5
327
1.51
271.6
8
272.1
0
272.1
1
272.1
1
271.9
4
271.8
027
1.50
271.5
3
1 in 4.0-0.6% 0.1% -5.4% -5.4% 1 in 4.0
RL270.50
CH 140.00
-6.60
-5.79
-5.60
-3.16 0.0
0
3.23
5.60
6.94
7.81
7.94
271.9
127
1.93
272.0
3
272.0
3
271.8
3
271.4
6
271.3
627
1.35
272.0
3
272.0
3
272.0
3
271.8
3
271.6
9
271.3
6
-0.3% 0.0% -6.3%-5.7% 1 in 4.0
RL270.00
CH 150.00
-6.95
-5.95
-5.60
-3.45 0.0
0
3.17
5.60
7.92
271.5
227
1.86
271.8
8
271.9
5
271.9
2
271.7
1
271.4
5
271.2
4
271.8
627
1.95
271.9
5
271.9
2
271.7
1
271.5
6
0.0% 0.9% -6.6%-6.0% 1 in 4.0
RL270.50
CH 160.00
-9.04
-8.04
-5.60
-3.06 0.0
0
3.11
5.60
6.80
7.31
8.31
271.7
527
1.35
271.8
9
271.9
5
271.8
9
271.6
9
271.4
9
271.3
927
1.37
271.3
4
271.3
5
271.9
6
271.9
5
271.8
9
271.6
9
271.5
4
271.2
427
1.37
1 in 4.00.3% 2.1% -6.3%
-6.0% 1 in 4.0
RL270.50
CH 170.00
-8.34
-7.34
-6.88
-5.60
-2.74 0.0
0
3.33
5.60
6.80
7.46
8.46
271.9
427
1.60
271.3
4
271.8
4
272.0
0
271.9
3
271.7
3
271.5
3
271.4
227
1.45
271.5
7
271.6
027
1.71
272.0
3
272.0
0
271.9
3
271.7
3
271.5
9
271.2
927
1.45
1 in 4.01.2% 2.7% -6.0%
-6.0% 1 in 4.0
RL270.50
CH 180.00
-8.33
-7.33
-6.72
-5.60
-2.81 0.0
0
3.27
5.60
6.80
7.07
8.07
272.1
227
1.67
271.3
7
271.9
1
272.0
6
271.9
7
271.7
7
271.5
7
271.4
327
1.40
271.4
9
271.6
727
1.82
272.1
0
272.0
6
271.9
7
271.7
7
271.6
3
271.3
327
1.40
1 in 4.01.7% 3.1% -6.2%
-5.7% 1 in 4.0
RL270.50
CH 190.00
-8.41
-7.41
-5.60
-2.70 0.0
0
3.34
5.60
6.80
8.02
271.9
027
1.72
271.8
8
272.1
0
272.0
1
271.8
0
271.6
5
271.4
6
271.4
8
271.7
2
272.1
7
272.1
0
272.0
1
271.8
0
271.6
8
271.3
8
1 in 4.02.3% 3.3% -6.3%
-5.4% 1 in 4.0
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >27 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
DIAMOND HILL ROAD (SOUTH SECTION)
RL270.50
CH 200.00
-9.03
-8.03
-5.60
-2.91 0.0
0
3.02
5.60
6.80
9.04
10.04OFFSETS
271.7
527
1.61
272.0
5
272.1
5
272.0
5
271.8
5
271.8
3
271.8
9
271.9
8
271.9
7
NATURAL SURFACE
271.6
1
272.2
2
272.1
5
272.0
5
271.8
5
271.7
2
271.4
2
271.9
8
DESIGN SURFACE
1 in 4.02.8% 3.2% -6.7%
-5.1%
1 in 4.0
1 in 4.0
RL270.50
CH 210.00
-9.54
-8.54
-5.60
-2.96 0.0
0
2.81
5.60
7.85
271.5
827
1.53
272.0
9
272.1
9
272.1
2
271.9
3
271.7
1
271.4
6
271.5
3
272.2
6
272.1
9
272.1
2
271.9
3
271.7
9
1 in 4.02.6% 2.5% -6.9%
-5.0% 1 in 4.0
RL270.50
CH 220.00
-9.61
-8.61
-5.60
-3.02 0.0
0
2.84
5.60
7.35
8.35
271.5
627
1.56
272.1
2
272.2
6
272.2
1
272.0
2
271.7
7
271.4
5
271.5
2
271.5
6
272.3
1
272.2
6
272.2
1
272.0
2
271.8
9
271.4
5
1 in 4.01.9% 1.8% -6.5%
-5.0%1 in 4.0
RL270.50
CH 230.00
-10.0
5-9
.05
-5.60
-3.04 0.0
0
2.87
5.60
7.64
8.64
271.5
027
1.50
272.1
9
272.3
4
272.3
0
272.1
3
271.8
6
271.4
8
271.4
7
271.5
0
272.3
7
272.3
4
272.3
0
272.1
3
271.9
9
271.4
8
1 in 4.0
1.3% 1.3% -5.9%-5.0%
1 in 4.0
RL270.50
CH 240.00
-10.3
4-9
.34
-5.60
-3.02 0.0
0
2.90
5.60
7.84
8.84
271.4
827
1.49
272.2
7
272.4
2
272.3
8
272.2
3
272.0
0
271.5
4
271.5
3
271.4
9
272.4
3
272.4
2
272.3
8
272.2
3
272.1
0
271.5
4
1 in 4.0
0.2% 1.4% -5.0% -5.0%1 in 4.0
RL270.50
CH 250.00
-10.6
3-9
.63
-5.60
-3.04 0.0
0
2.92
5.60
7.99
8.99
271.4
927
1.51
272.3
7
272.5
4
272.5
2
272.3
7
272.1
3
271.6
3
271.6
3
271.5
1
272.5
2
272.5
4
272.5
2
272.3
7
272.2
3
271.6
3
1 in 4.0
-1.0% 0.8% -5.2% -5.0%1 in 4.0
RL271.00
CH 260.00
-10.4
9-9
.49
-5.60
-3.06 0.0
0
2.93
5.60
8.25
9.25
271.6
727
1.68
272.4
8
272.6
8
272.6
7
272.5
1
272.2
7
271.7
1
271.7
1
271.6
8
272.6
5
272.6
8
272.6
7
272.5
1
272.3
8
271.7
1
1 in 4.0
-1.0% 0.2% -5.5% -5.0%1 in 4.0
RL271.00
CH 270.00
-9.96
-8.96
-5.60
-3.06 0.0
0
2.88
5.60
8.76
9.76
271.9
427
1.99
272.6
4
272.8
6
272.8
7
272.7
1
272.4
3
271.7
8
271.7
5
271.9
9
272.8
3
272.8
6
272.8
7
272.7
1
272.5
8
271.7
8
1 in 4.0
-1.4% -0.2% -5.5% -5.0%
1 in 4.0
RL271.00
CH 280.00
-9.12
-8.12
-5.60
-3.06 0.0
0
2.91
5.60
8.91
9.91
272.3
727
2.38
272.8
7
273.0
7
273.0
7
272.9
3
272.6
3
271.9
7
271.9
8
272.3
8
273.0
1
273.0
7
273.0
7
272.9
3
272.7
9
271.9
7
1 in 4.0-2.2% -0.2% -5.0% -5.0%
1 in 4.0
RL271.50
CH 290.00
-7.07
-6.07
-5.60
-3.02 0.0
0
2.97
5.60
9.00
10.00
272.8
427
3.10
273.1
2
273.3
2
273.3
2
273.1
9
272.9
0
272.2
0
272.2
0
273.1
027
3.21
273.3
2
273.3
2
273.1
9
273.0
5
272.2
0
-4.2% 0.0% -4.6% -5.0%
1 in 4.0
RL271.50
CH 300.00
-8.00
-7.00
-6.80
-5.60
-2.95 0.0
0
3.00
5.60
8.94
9.94
273.2
927
3.22
273.2
627
3.44
273.6
0
273.5
9
273.4
6
273.2
0
272.5
0
272.4
9
273.2
227
3.17
273.4
7
273.6
0
273.5
9
273.4
6
273.3
3
272.5
0
1 in 4.0-5.0% 0.3% -4.2% -5.0%
1 in 4.0
RL272.00
CH 310.00
-8.21
-7.21
-6.80
-5.60
-2.99 0.0
0
2.98
5.60
8.56
9.56
273.7
727
3.57
273.6
2
273.7
5
273.9
0
273.9
0
273.7
9
273.5
4
272.9
2
272.9
2
273.5
727
3.47
273.7
7
273.9
0
273.9
0
273.7
9
273.6
6
272.9
2
1 in 4.0-5.0% -0.1% -3.6% -5.0%
1 in 4.0
RL272.50
CH 320.00
-9.55
-8.55
-6.80
-5.60
-3.03 0.0
0
2.98
5.60
8.24
9.24
274.3
927
4.25
273.9
3
274.1
0
274.2
4
274.2
5
274.1
5
273.9
1
273.3
6
273.3
8
274.2
5
273.8
1
274.1
1
274.2
4
274.2
5
274.1
5
274.0
2
273.3
6
1 in 4.0 1 in 4.0-5.0% -0.3% -3.3% -5.0%
1 in 4.0
RL273.00
CH 330.00
-10.0
9-9
.09
-6.80
-5.60
-3.01 0.0
0
3.03
5.60
8.35
9.35
274.9
527
4.81
274.3
3
274.4
7
274.6
7
274.6
6
274.5
6
274.3
4
273.7
5
273.8
4
274.8
1
274.2
4
274.5
4
274.6
7
274.6
6
274.5
6
274.4
3
273.7
5
1 in 4.01 in 4.0
-5.0% 0.1% -3.3% -5.0%1 in 4.0
RL273.50
CH 340.00
-10.3
8-9
.38-9
.30
-6.80
-5.60
-3.00 0.0
0
3.02
5.60
7.98
8.98
275.5
227
5.38
275.3
7
274.8
6
274.8
8
275.1
1
275.1
0
275.0
1
274.8
2
274.2
8
274.4
2
275.3
827
5.30
274.6
8
274.9
8
275.1
1
275.1
0
275.0
1
274.8
8
274.2
8
1 in 4.01 in 4.0
-5.0% 0.2% -3.2% -5.0%1 in 4.0
RL274.50
CH 350.00
-10.4
6-9
.46-9
.30
-6.80
-5.60
-2.98 0.0
0
3.00
5.60
5.77
6.77
276.0
827
5.91
275.8
9
275.3
9
275.3
0
275.5
6
275.5
6
275.4
7
275.3
127
5.30
274.9
8
275.9
127
5.76
275.1
3
275.4
3
275.5
6
275.5
6
275.4
7
275.3
427
5.30
1 in 4.01 in 4.0
-5.0% 0.1% -3.0% -5.0%
RL274.50
CH 360.00
-10.4
6-9
.46-9
.30
-6.80
-5.60
-3.01 0.0
0
3.16
5.60
5.74
6.74
276.5
527
6.36
276.3
3
275.8
1
275.7
3
276.0
0
276.0
0
275.8
8
275.7
327
5.72
275.4
5
276.3
627
6.20
275.5
7
275.8
7
276.0
0
276.0
0
275.8
8
275.7
627
5.72
1 in 4.01 in 4.0
-5.0% 0.2% -3.8% -5.0%
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >28 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
DIAMOND HILL ROAD (SOUTH SECTION)
RL275.00
CH 370.00
-10.5
1-9
.51-9
.30
-6.80
-5.60
-3.02 0.0
0
3.27
5.60
5.75
6.75
OFFSETS
277.0
427
6.85
276.8
1
276.2
7
276.1
0
276.4
4
276.4
4
276.3
0
276.1
627
6.15
275.9
3
NATURAL SURFACE
276.8
527
6.64
276.0
2
276.3
2
276.4
4
276.4
4
276.3
0
276.1
827
6.15
DESIGN SURFACE
1 in 4.01 in 4.0
-5.0% 0.2% -4.2% -5.0%
RL275.50
CH 380.00
-10.6
5-9
.65-9
.30
-6.80
-5.60
-2.96 0.0
0
3.26
5.60
5.96
6.96
277.6
027
7.43
277.3
5
276.7
8
276.5
0
276.8
9
276.8
9
276.7
6
276.5
827
6.56
276.4
3
277.4
327
7.08
276.4
6
276.7
6
276.8
9
276.8
9
276.7
6
276.6
527
6.56
1 in 4.01 in 4.0
-5.0% -0.1% -3.9% -5.0%
RL276.00
CH 390.00
-10.7
3-9
.73-9
.30
-6.80
-5.60
-2.92 0.0
0
3.29
5.60
6.21
7.21
278.1
127
7.95
277.8
7
277.3
2
277.0
4
277.3
3
277.3
3
277.2
1
276.9
927
6.94
276.8
6
277.9
527
7.52
276.9
0
277.2
0
277.3
3
277.3
3
277.2
1
277.0
927
6.94
1 in 4.01 in 4.0
-5.0% 0.0% -3.8% -5.0%
RL276.50
CH 400.00
-10.7
8-9
.78-9
.30
-6.80
-5.60
-2.89 0.0
0
3.31
5.60
6.29
7.29
278.5
927
8.45
278.3
6
277.8
3
277.5
9
277.7
8
277.7
7
277.6
5
277.4
127
7.36
277.3
6
278.4
527
7.97
277.3
4
277.6
4
277.7
8
277.7
7
277.6
5
277.5
427
7.36
1 in 1.0
1 in 4.01 in 4.0
-5.0% 0.2% -3.7% -5.0%
RL277.00
CH 410.00
-10.8
4-9
.84-9
.30
-6.80
-5.60
-2.97 0.0
0
3.24
5.60
6.22
7.22
279.1
327
8.95
278.8
4
278.2
4
277.9
5
278.2
2
278.2
1
278.0
7
277.8
227
7.80
277.8
1
278.9
527
8.41
277.7
9
278.0
9
278.2
2
278.2
1
278.0
7
277.9
627
7.80
1 in 1.0
1 in 4.01 in 4.0
-5.0% 0.2% -4.2% -5.0%
RL277.50
CH 420.00
-10.8
7-9
.87-9
.30
-6.80
-5.60
-3.04 0.0
0
3.18
5.60
6.20
7.20
279.6
127
9.42
279.2
9
278.6
4
278.3
2
278.6
5
278.6
5
278.5
0
278.2
527
8.22
278.2
7
279.4
227
8.85
278.2
2
278.5
2
278.6
5
278.6
5
278.5
0
278.3
727
8.22
1 in 1.0
1 in 4.01 in 4.0
-5.0% 0.2% -4.7% -5.0%
RL277.50
CH 430.00
-10.7
5-9
.75-9
.30
-6.80
-5.60
-3.02 0.0
0
3.24
5.60
6.29
7.29
279.9
127
9.71
279.6
2
279.0
9
278.5
9
279.0
6
279.0
6
278.8
9
278.6
327
8.60
278.6
8
279.7
127
9.26
278.6
3
278.9
3
279.0
6
279.0
6
278.8
9
278.7
827
8.60
1 in 1.0
1 in 4.01 in 4.0
-5.0% 0.1% -5.0% -5.0%
RL278.00
CH 440.00
-10.7
3-9
.73-9
.30
-6.80
-5.60
-2.99 0.0
0
3.57
5.60
6.22
7.22
280.2
528
0.07
280.0
0
279.0
5
279.0
7
279.4
4
279.4
2
279.2
2
279.0
227
8.97
279.0
0
280.0
727
9.64
279.0
1
279.3
1
279.4
4
279.4
2
279.2
2
279.1
227
8.97
1 in 4.01 in 4.0
-5.0% 0.9% -5.5% -5.0%
RL278.00
CH 470.00
-8.41
-7.41
-5.60
-3.22 0.0
0
3.31
5.60
6.20
6.40
8.34
9.34
280.1
427
9.72
279.8
5
280.1
9
280.0
9
279.8
6
279.6
527
9.55
279.1
1
279.0
6
279.0
4
279.7
2
280.1
7
280.2
0
280.0
9
279.8
6
279.7
527
9.60
279.5
5
279.0
6
1 in 4.0-1.0% 3.4%
-6.9%-5.0%
1 in 4.0
RL279.00
CH 480.00
-8.35
-7.35
-5.60
-3.23 0.0
0
3.22
5.60
6.17
7.17
280.2
627
9.90
280.1
0
280.3
3
280.1
9
279.9
7
279.7
427
9.71
279.6
7
279.9
0
280.3
3
280.3
3
280.1
9
279.9
7
279.8
527
9.71
1 in 4.00.2% 4.2%
-7.0%-5.0%
RL279.00
CH 490.00
-8.32
-7.32
-5.60
-3.16 0.0
0
3.37
5.60
6.16
7.16
280.3
828
0.06
280.2
3
280.4
5
280.2
9
280.0
3
279.8
127
9.78
279.7
6
280.0
6
280.4
9
280.4
5
280.2
9
280.0
3
279.9
227
9.78
1 in 4.01.6% 4.9%
-7.7%-5.0%
RL279.00
CH 500.00
-8.09
-7.09
-5.60
-3.06 0.0
0
3.45
5.60
6.01
7.01
280.4
528
0.20
280.3
8
280.5
1
280.3
4
280.0
8
279.9
027
9.87
279.8
2
280.2
0
280.5
8
280.5
1
280.3
4
280.0
8
279.9
727
9.87
1 in 4.0 2.6% 5.6%-7.6%
-5.0%
RL279.00
CH 510.00
-7.95
-6.95
-5.60
-3.10 0.0
0
3.46
5.60
5.91
6.91
280.3
828
0.29
280.4
0
280.5
4
280.3
6
280.0
8
279.9
227
9.89
279.7
9
280.2
9
280.6
3
280.5
4
280.3
6
280.0
8
279.9
727
9.89
1 in 4.0 3.6% 5.8%-7.9%
-5.2%
RL279.00
CH 520.00
-7.84
-6.84
-6.80
-5.60
-3.19 0.0
0
3.36
5.60
6.06
7.06
280.4
128
0.38
280.3
828
0.51
280.5
6
280.3
6
280.0
9
279.8
927
9.85
279.7
1
280.3
828
0.37
280.6
7
280.5
6
280.3
6
280.0
9
279.9
627
9.85
1 in 4.0 4.6%6.1%
-8.2%-5.5%
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >29 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
DIAMOND HILL ROAD (SOUTH SECTION)
RL279.00
CH 530.00
-7.89
-6.89
-5.60
-3.25 0.0
0
3.28
5.60
6.41
7.41
OFFSETS
280.4
428
0.41
280.6
1
280.6
0
280.3
8
280.1
0
279.8
6
279.7
6
279.6
7
NATURAL SURFACE
280.4
1
280.7
3
280.6
0
280.3
8
280.1
0
279.9
7
279.7
6
DESIGN SURFACE
1 in 4.0 5.6%6.6%
-8.5%-5.9%
RL279.00
CH 540.00
-8.44
-7.44
-5.60
-3.29 0.0
0
3.29
5.60
6.63
7.63
280.3
628
0.34
280.6
9
280.6
7
280.4
3
280.1
4
279.8
9
279.7
4
279.6
3
280.3
4
280.8
0
280.6
7
280.4
3
280.1
4
280.0
0
279.7
4
1 in 4.06.0%
7.1%-9.0%
-6.0% 1 in 4.0
RL278.50
CH 550.00
-9.07
-8.07
-5.60
-3.27 0.0
0
3.43
5.60
7.62
8.62
280.3
128
0.29
280.8
5
280.7
7
280.5
2
280.1
9
279.9
6
279.5
6
279.4
9
280.2
9
280.9
1
280.7
7
280.5
2
280.1
9
280.0
6
279.5
6
1 in 4.06.0%
7.7%-9.5%
-6.0%1 in 4.0
RL279.00
CH 560.00
-10.0
6-9
.06
-5.60
-3.13 0.0
0
3.31
5.60
6.45
7.45
280.2
328
0.20
280.9
7
280.9
2
280.6
8
280.3
7
280.1
2
280.0
2
279.6
5
280.2
0
281.0
6
280.9
2
280.6
8
280.3
7
280.2
3
280.0
2
1 in 4.0
6.0%7.6%
-9.3%-6.0%
RL279.00
CH 570.00
-11.2
3-1
0.23
-5.60
-3.18 0.0
0
3.28
5.60
6.60
280.1
228
0.08
281.1
0
281.0
9
280.8
5
280.5
7
280.3
3
280.0
8
280.0
8
281.2
3
281.0
9
280.8
5
280.5
7
280.4
3
1 in 4.0
6.0%7.4%
-8.7%-6.0%
RL279.00
CH 580.00
-7.63
-6.63
-5.60
-3.16 0.0
0
3.37
5.60
5.61
6.61
280.1
328
1.16
281.2
9
281.2
7
281.0
4
280.7
5
280.6
128
0.61
280.1
7
281.1
6
281.4
1
281.2
7
281.0
4
280.7
5
280.6
128
0.61
1 in 4.0 6.0%7.3%
-8.5%-6.0%
RL278.50
CH 590.00
-11.0
9-1
0.09
-5.60
-3.08 0.0
0
3.43
5.60
11.48
12.02
12.48
280.4
928
0.48
281.3
6
281.4
5
281.2
2
280.9
2
280.6
1
279.3
227
9.25
280.4
8
281.6
0
281.4
5
281.2
2
280.9
2
280.7
9
279.3
2
1 in 4.0
6.0%7.6%
-8.7%-6.0%
1 in 4.0
RL280.00
CH 600.00
-10.0
5-9
.05
-5.60
-2.87 0.0
0
3.33
5.60
7.27
8.27
280.8
928
0.97
281.6
0
281.6
7
281.4
3
281.1
6
280.9
0
280.6
0
280.4
7
280.9
7
281.8
3
281.6
7
281.4
3
281.1
6
281.0
2
280.6
0
1 in 4.06.0%
8.1%-8.3%
-6.0%1 in 4.0
RL280.00
CH 610.00
-8.21
-7.21
-5.60
-2.91 0.0
0
3.36
5.60
6.04
7.04
281.6
028
1.62
281.9
1
281.8
7
281.6
5
281.3
6
281.1
628
1.12
281.0
0
281.6
2
282.0
2
281.8
7
281.6
5
281.3
6
281.2
328
1.12
1 in 4.0 5.7%7.5%
-8.5%-5.9%
RL280.50
CH 620.00
-7.00
-6.00
-5.60
-2.96 0.0
0
3.36
5.60
6.01
7.01
282.0
028
2.05
282.0
4
282.0
3
281.8
3
281.5
7
281.3
728
1.34
281.2
5
282.0
528
2.15
282.0
3
281.8
3
281.5
7
281.4
428
1.34
4.4%6.8%
-7.9%-5.5%
RL280.50
CH 630.00
-6.85
-5.85
-5.60
-3.00 0.0
0
3.30
5.60
6.13
7.13
282.1
428
2.19
282.2
1
282.1
7
282.0
0
281.7
7
281.5
728
1.52
281.4
3
282.1
928
2.26
282.1
7
282.0
0
281.7
7
281.6
628
1.52
3.2% 5.8%-6.9%
-5.1%
RL281.00
CH 640.00
-6.86
-5.86
-5.60
-2.91 0.0
0
3.30
5.60
6.01
7.01
282.2
028
2.28
282.2
9
282.2
8
282.1
5
281.9
5
281.7
728
1.73
281.6
4
282.2
828
2.34
282.2
8
282.1
5
281.9
5
281.8
328
1.73
2.1% 4.8%-6.0%
-5.0%
RL281.00
CH 650.00
-6.96
-5.96
-5.60
-3.00 0.0
0
3.17
5.60
6.07
7.07
282.1
828
2.32
282.3
5
282.3
9
282.2
8
282.1
1
281.9
028
1.87
281.8
0
282.3
228
2.41
282.3
9
282.2
8
282.1
1
281.9
928
1.87
0.8% 3.5% -5.5% -5.0%
RL281.00
CH 660.00
-7.07
-6.07
-5.60
-3.16 0.0
0
3.12
5.60
6.05
7.05
282.2
128
2.33
282.3
7
282.4
7
282.4
0
282.2
4
282.0
428
2.00
281.8
9
282.3
328
2.45
282.4
7
282.4
0
282.2
4
282.1
228
2.00
-1.0% 2.2% -5.1% -5.0%
RL281.00
CH 670.00
-8.06
-5.60
-3.29 0.0
0
3.04
5.60
5.94
6.94
282.3
4
282.4
4
282.5
5
282.5
1
282.3
6
282.1
728
2.15
282.0
1
282.5
1
282.5
5
282.5
1
282.3
6
282.2
328
2.15
1 in 4.0 -1.5% 1.3% -4.8% -5.0%
RL281.50
CH 680.00
-8.14
-7.14
-6.80
-5.60
-3.39 0.0
0
2.97
5.60
5.85
6.85
282.6
228
2.31
282.3
5
282.4
7
282.6
2
282.6
0
282.4
7
282.3
028
2.28
282.1
7
282.3
128
2.23
282.5
3
282.6
2
282.6
0
282.4
7
282.3
428
2.28
1 in 4.0-4.3% 0.6% -4.4% -5.0%
RL281.50
CH 690.00
-7.80
-6.80
-5.60
-3.27 0.0
0
3.03
5.60
5.92
6.92
282.7
228
2.42
282.5
0
282.7
1
282.7
2
282.6
2
282.4
428
2.41
282.3
1
282.2
9
282.5
9
282.7
1
282.7
2
282.6
2
282.4
928
2.41
1 in 4.0-5.0% -0.2% -3.2% -5.0%
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >30 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
TENDER
RL281.50
CH 700.00
-10.8
8-9
.88-9
.30
-6.80
-5.60
-3.23 0.0
0
3.09
5.60
5.81
6.81
OFFSETS
283.7
828
3.57
283.3
7
282.6
2
282.5
5
282.7
9
282.8
2
282.7
6
282.6
028
2.58
282.5
1
NATURAL SURFACE
283.5
728
3.00
282.3
7
282.6
7
282.7
9
282.8
2
282.7
6
282.6
328
2.58
DESIGN SURFACE
1 in 1.0
1 in 4.01 in 4.0
-5.0% -1.0% -2.2% -5.0%
RL281.50
CH 710.00
-11.2
2-1
0.22
-9.30
-6.80
-5.60
-3.33 0.0
0
3.13
5.60
5.80
6.80
284.1
328
3.99
283.6
6
282.7
5
282.6
0
282.8
5
282.9
2
282.8
8
282.7
728
2.76
282.6
9
283.9
9
283.0
7
282.4
4
282.7
4
282.8
5
282.9
2
282.8
8
282.8
128
2.76
1 in 1.0
1 in 4.01 in 4.0
-5.0% -2.1% -1.5% -2.9%
RL281.50
CH 720.00
-11.3
1-1
0.31
-9.30
-6.80
-5.60
-3.33 0.0
0
3.18
5.60
5.82
6.82
284.3
128
4.15
283.8
0
282.9
0
282.6
7
282.9
3
283.0
2
282.9
9
282.9
128
2.90
282.8
6
284.1
5
283.1
4
282.5
1
282.8
1
282.9
3
283.0
2
282.9
9
282.9
628
2.90
1 in 1.0
1 in 4.01 in 4.0
-5.0% -2.7% -0.8% -1.4%
RL281.50
CH 730.00
-11.2
4-1
0.24
-9.30
-6.80
-5.60
-3.29 0.0
0
3.24
5.60
5.77
6.77
284.3
828
4.15
283.8
3
282.9
7
282.7
5
283.0
0
283.1
1
283.1
0
283.0
428
3.03
283.0
0
284.1
5
283.2
1
282.5
9
282.8
9
283.0
0
283.1
1
283.1
0
283.0
828
3.03
1 in 1.0
1 in 4.01 in 4.0
-5.0% -3.1% -0.2% -1.0%
RL282.00
CH 740.00
-11.3
5-1
0.35
-9.30
-6.80
-5.60
-3.11 0.0
0
3.27
5.60
5.92
6.92
284.5
828
4.30
283.9
4
283.0
7
282.7
7
283.0
5
283.1
6
283.1
7
283.0
928
3.07
282.9
7
284.3
0
283.2
5
282.6
3
282.9
3
283.0
5
283.1
6
283.1
7
283.1
528
3.07
1 in 1.0
1 in 4.01 in 4.0
-5.0% -3.4% 0.3% -0.6%
RL282.00
CH 750.00
-11.3
3-1
0.33
-9.30
-6.80
-5.60
-3.07 0.0
0
3.26
5.60
6.01
7.01
284.5
828
4.33
283.9
8
283.1
1
282.8
1
283.0
9
283.2
0
283.2
2
283.1
528
3.12
282.9
1
284.3
3
283.2
9
282.6
7
282.9
7
283.0
9
283.2
0
283.2
2
283.2
328
3.12
1 in 1.0
1 in 4.01 in 4.0
-5.0% -3.5% 0.5% 0.5%
RL282.00
CH 760.00
-11.2
1-1
0.21
-9.30
-6.80
-5.60
-3.11 0.0
0
3.20
5.60
6.19
7.19
284.4
428
4.24
283.9
4
283.1
1
282.8
6
283.1
3
283.2
4
283.2
6
283.1
928
3.14
282.8
2
284.2
4
283.3
3
282.7
0
283.0
0
283.1
3
283.2
4
283.2
6
283.2
928
3.14
1 in 1.0
1 in 4.01 in 4.0
-5.0% -3.5% 0.6% 1.3%
RL281.00
CH 770.00
-11.0
7-1
0.07
-9.30
-6.80
-5.60
-3.15 0.0
0
3.22
5.60
11.99
12.99
284.4
028
4.14
283.8
9
283.1
0
282.9
2
283.1
7
283.2
9
283.3
1
283.2
3
281.7
6
281.6
5
284.1
428
3.38
282.7
5
283.0
5
283.1
7
283.2
9
283.3
1
283.3
5
281.7
6
1 in 1.0 1 in 4.01 in 4.0
-5.0% -3.6% 0.8% 1.8%
1 in 4.0
RL281.00
CH 780.00
-10.9
6-9
.96-9
.30
-6.80
-5.60
-3.21 0.0
0
3.26
5.60
12.51
13.51
284.3
428
4.08
283.8
8
283.1
2
282.9
7
283.2
2
283.3
4
283.3
7
283.2
9
281.7
0
281.5
9
284.0
828
3.42
282.7
9
283.0
9
283.2
2
283.3
4
283.3
7
283.4
2
281.7
0
1 in 4.01 in 4.0
-5.3% -3.7% 1.0% 2.3%
1 in 4.0
RL281.00
CH 790.00
-12.3
1-1
1.31
-10.8
0
-6.80
-5.60
-3.39 0.0
0
3.12
5.60
11.65
12.65
284.4
328
4.33
284.1
9
283.0
6
283.0
3
283.2
4
283.3
8
283.4
3
283.3
8
281.9
8
281.8
7
284.3
328
3.82
282.8
2
283.1
2
283.2
4
283.3
8
283.4
3
283.5
0
281.9
8
1 in 4.01 in 4.0 -5.6% -3.9% 1.6% 2.8%
1 in 4.0
RL281.50
CH 800.00
-12.2
5-1
1.25
-10.8
0
-6.80
-5.60
-3.19 0.0
0
3.29
5.60
11.06
12.06
284.4
128
4.30
284.1
7
283.0
9
283.0
5
283.2
7
283.4
0
283.4
8
283.4
8
282.1
9
282.1
1
284.3
028
3.84
282.8
4
283.1
4
283.2
7
283.4
0
283.4
8
283.5
6
282.1
9
1 in 4.0
1 in 4.0-5.2% -4.2% 2.3% 3.4%
1 in 4.0
DIAMOND HILL ROAD (SOUTH SECTION)
Edge Seal
Edge Formation
Table Drain
Edge of works
Seal as per typical section
Linemarking
Concrete kerb (SM2)
| | | | | |
Install Drainage pipe
Pavement as per typ. sect.
Dwy - 50mm depth CL3 FCR
150mm dpth 150Ø rock beaching
Remove existing drainage pipe
EX DExisting drainage pipe to remain
Final Sawcut
EX D
> >31 OF 31
SERVICE INFORMATION
The location of underground services shown have been derived from available information, however
accuracy cannot be guaranteed. All existing service information should therefore be treated as
indicative only, and service locations must be arranged prior to commencement of any excavation.
The contractor will be held responsible for any damage caused to underground services.
REV D
Survey
Approved
Design
Checked
GB4364
Tomkinson Group
Peter Seller
Andrew Smith
March 19
April 19
April 19
A3 Plans Scale H1:250 V1:100
TENDER
DIAMOND HILL ROAD (SOUTH SECTION)
RL282.00
CH 810.00
-12.2
1-1
1.21
-10.8
0
-6.80
-5.60
-2.89 0.0
0
3.37
5.60
5.97
6.97
OFFSETS
284.3
628
4.27
284.2
2
283.1
4
283.0
2
283.3
0
283.4
4
283.5
3
283.5
428
3.52
283.2
0
NATURAL SURFACE
284.2
728
3.87
282.8
7
283.1
7
283.3
0
283.4
4
283.5
3
283.6
128
3.52
DESIGN SURFACE
1 in 4.0
1 in 4.0-5.0% -4.7% 2.7% 3.9%
RL282.00
CH 820.00
-12.0
7-1
1.07
-10.8
0
-6.80
-5.60
-2.86 0.0
0
3.40
5.60
5.88
6.88
284.2
328
4.14
284.1
2
283.1
4
283.0
1
283.3
1
283.4
5
283.5
6
283.6
028
3.59
283.4
0
284.1
428
3.87
282.8
7
283.1
7
283.3
1
283.4
5
283.5
6
283.6
628
3.59
1 in 4.0
1 in 4.0-5.0% -5.1% 3.2% 4.4%
RL282.00
CH 830.00
-11.9
1-1
0.91
-10.8
0
-6.80
-5.60
-2.95 0.0
0
3.40
5.60
5.75
6.75
284.0
728
3.98
283.9
7
283.0
9
283.0
3
283.3
1
283.4
6
283.6
0
283.6
728
3.67
283.5
9
283.9
828
3.88
282.8
8
283.1
8
283.3
1
283.4
6
283.6
0
283.7
128
3.67
1 in 4.0
1 in 4.0-5.0% -5.2% 4.0% 4.9%
RL282.00
CH 840.00
-7.86
-6.86
-5.60
-3.08 0.0
0
3.22
5.60
5.74
6.74
283.0
928
2.90
283.0
2
283.3
4
283.5
1
283.6
8
283.7
728
3.77
283.5
4
282.9
0
283.2
1
283.3
4
283.5
1
283.6
8
283.8
128
3.77
1 in 4.0-5.0% -5.7%
5.2% 5.4%
RL282.00
CH 850.00
-8.54
-7.54
-5.60
-2.95 0.0
0
3.39
5.60
5.69
6.69
283.1
628
2.75
283.0
9
283.3
7
283.5
5
283.7
7
283.8
828
3.88
283.8
7
282.7
5
283.2
4
283.3
7
283.5
5
283.7
7
283.9
028
3.88
1 in 4.0-5.0% -6.2%
6.5%6.0%
RL282.00
CH 860.00
-8.72
-7.72
-5.60
-3.32 0.0
0
3.48
5.60
5.64
6.64
283.1
928
2.79
283.1
9
283.4
4
283.6
8
283.9
3
284.0
428
4.04
283.7
5
282.7
9
283.3
1
283.4
4
283.6
8
283.9
3
284.0
628
4.04
1 in 4.0-5.4%
-7.3%7.1%
6.0%
RL282.00
CH 870.00
-8.00
-7.00
-5.60
-3.30 0.0
0
3.33
5.60
5.78
6.78
283.3
128
3.03
283.1
6
283.5
7
283.8
5
284.1
0
284.1
828
4.19
283.7
8
283.0
3
283.3
8
283.5
2
283.8
5
284.1
0
284.2
328
4.19
1 in 4.0-6.0%
-10.0%7.4%
6.0%
RL282.50
CH 880.00
-11.8
2-1
0.82
-10.8
0
-6.80
-5.60
-3.30 0.0
0
3.15
5.60
5.73
6.73
284.3
128
4.24
284.2
4
283.4
0
283.1
7
283.7
3
284.0
3
284.2
6
284.3
728
4.37
283.9
7
284.2
428
4.26
283.2
6
283.5
6
283.7
0
284.0
3
284.2
6
284.4
028
4.37
1 in 4.0
1 in 4.0-6.0%
-10.0%7.3%
6.0%
RL282.50
CH 890.00
-12.2
2-1
1.22
-10.8
0
-6.80
-5.60
-3.30 0.0
0
2.99
5.60
5.69
6.69
285.1
728
4.91
284.8
1
283.7
8
283.4
8
283.9
3
284.2
2
284.4
2
284.5
528
4.55
284.1
8
284.9
128
4.49
283.4
9
283.7
9
283.9
3
284.2
2
284.4
2
284.5
828
4.55
1 in 4.0
1 in 4.0-6.0%
-8.8%6.8%
6.0%
RL283.00
CH 900.00
-12.3
6-1
1.36
-10.8
0
-6.80
-5.60
-3.30 0.0
0
2.91
5.60
9.95
10.95
285.5
128
5.26
285.1
2
284.1
0
283.7
9
284.1
4
284.4
2
284.6
0
284.6
1
283.6
7
283.6
2
285.2
628
4.70
283.7
0
284.0
0
284.1
4
284.4
2
284.6
0
284.7
5
283.6
7
1 in 1.0
1 in 4.0
1 in 4.0-6.0%
-8.6%6.0%
5.7%
1 in 4.0
RL283.00
CH 910.00
-12.4
1-1
1.41
-10.8
0
-6.80
-5.60
-3.30 0.0
0
3.03
5.60
10.17
11.17
285.8
128
5.55
285.3
9
284.3
5
284.0
4
284.3
8
284.6
4
284.8
2
284.6
7
283.8
1
283.7
8
285.5
528
4.94
283.9
4
284.2
4
284.3
8
284.6
4
284.8
2
284.9
5
283.8
1
1 in 1.0
1 in 4.0
1 in 4.0-5.8%
-7.9%5.9%
5.3%
1 in 4.0
RL283.00
CH 920.00
-12.0
5-1
1.05
-10.8
0
-6.80
-5.60
-3.30 0.0
0
2.98
5.60
10.12
11.12
285.6
928
5.43
285.3
7
284.4
1
284.1
4
284.6
0
284.8
7
285.0
3
284.8
2
284.0
3
284.0
1
285.4
328
5.18
284.1
8
284.4
8
284.6
0
284.8
7
285.0
3
285.1
5
284.0
3
1 in 4.0
1 in 4.0-5.3%
-8.0%5.4% 4.9%
1 in 4.0
RL283.50
CH 930.00
-11.9
6-1
0.96
-10.8
0
-6.80
-5.60
-3.30 0.0
0
3.12
5.60
10.14
11.14
285.8
228
5.58
285.5
4
284.6
1
284.3
4
284.8
3
285.1
0
285.2
5
285.1
3
284.2
2
284.2
5
285.5
828
5.41
284.4
1
284.7
1
284.8
3
285.1
0
285.2
5
285.3
6
284.2
2
1 in 4.0
1 in 4.0-5.0%
-8.2%4.7% 4.4%
1 in 4.0
RL283.50
CH 940.00
-12.1
1-1
1.11
-10.8
0
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
9.34
10.34
286.1
928
5.99
285.9
1
284.9
3
284.6
4
285.0
9
285.3
6
285.4
9
285.4
9
284.6
5
284.6
8
285.9
928
5.68
284.6
8
284.9
8
285.0
9
285.3
6
285.4
9
285.5
8
284.6
5
1 in 4.0
1 in 4.0-5.0%
-8.2%3.8% 4.0%
1 in 4.0
RL284.00
CH 950.00
-12.0
8-1
1.08
-10.8
0
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
8.39
9.39
286.4
828
6.28
286.2
1
285.3
0
285.0
1
285.4
1
285.6
8
285.7
8
285.7
6
285.1
7
285.1
6
286.2
828
6.00
285.0
0
285.3
0
285.4
1
285.6
8
285.7
8
285.8
7
285.1
7
1 in 4.0
1 in 4.0-5.0%
-8.1%3.1% 3.6%
1 in 4.0
RL284.50
CH 960.00
-12.2
2-1
1.22
-6.80
-5.60
-3.30 0.0
0
3.30
5.60
7.92
8.92
286.6
028
6.43
285.5
1
285.2
4
285.7
4
285.9
9
286.0
9
286.0
3
285.5
8
285.5
8
286.4
3
285.3
3
285.6
3
285.7
4
285.9
9
286.0
9
286.1
6
285.5
8
1 in 4.0
1 in 4.0-5.0%
-7.6%2.9% 3.2%
1 in 4.0
